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2019-08-07 City Council Regular Meeting Packet
Agenda City Council Meeting City of Edina, Minnesota Edina City Hall Council Chambers Wednesday, August 7, 2019 7:00 PM I.Call To Order II.Pledge of Allegiance III.Roll Call IV.Approval Of Meeting Agenda V.Community Comment During "Community Comment," the City Council will invite residents to share new issues or concerns that haven't been considered in the past 30 days by the Council or which aren't slated for future consideration. Individuals must limit their comments to three minutes. The Mayor may limit the number of speakers on the same issue in the interest of time and topic. Generally speaking, items that are elsewhere on tonight's agenda may not be addressed during Community Comment. Individuals should not expect the Mayor or Council to respond to their comments tonight. Instead the Council might refer the matter to sta* for consideration at a future meeting. A.Handout Tengdin B.Handout Silver C.Handout Bowles VI.Adoption Of Consent Agenda All agenda items listed on the consent agenda are considered routine and will be enacted by one motion. There will be no separate discussion of such items unless requested to be removed from the Consent Agenda by a Member of the City Council. In such cases the item will be removed from the Consent Agenda and considered immediately following the adoption of the Consent Agenda. (Favorable rollcall vote of majority of Council Members present to approve.) A.Approve Minutes: Work Session and Regular Meeting, July 16, 2019, and Closed Session, July 23, 2019 B.Approve Payment of Claims C.Approve Encroachment Agreement for 4950 Malibu Drive D.Request for Purchase: Braemar Streambank Stabilization E.Request for Purchase: Prospect Knolls A Neighborhood Street Reconstruction Design and Bidding Services F.Request for Purchase: Yorktown Park Sanitary Sewer Trunk Pipe Extension G.Request for Purchase: CloverRide Circulator Bus Service Expansion H.Approve TraAc Safety Report of June 25, 2019 I.Resolution No. 2019-54: Authorizing Public Health Emergency Preparedness Agreement J.Request for Purchase: Network Infrastructure Replacements K.Request for Purchase: Ambulance Replacements L.Resolution No. 2019-56: Accepting Donations VII.Special Recognitions And Presentations A.Edina Chamber of Commerce: Explore Edina Annual Report B.Edina Fire Department-Fire Ops Training Event VIII.Public Hearings During "Public Hearings," the Mayor will ask for public testimony after City sta* members make their presentations. If you wish to testify on the topic, you are welcome to do so as long as your testimony is relevant to the discussion. To ensure fairness to all speakers and to allow the eAcient conduct of a public hearing, speakers must observe the following guidelines: Individuals must limit their testimony to three minutes. The Mayor may modify times, as deemed necessary. Try not to repeat remarks or points of view made by prior speakers and limit testimony to the matter under consideration. In order to maintain a respectful environment for all those in attendance, the use of signs, clapping, cheering or booing or any other form of verbal or nonverbal communication is not allowed. A.PUBLIC HEARING: Ordinance No. 2019-12 & Resolution No. 2019-57: Revised PUD-14 and Site Improvement Plan Agreement for 3650 Hazelton Road IX.Reports/Recommendations: (Favorable vote of majority of Council Members present to approve except where noted) A.Sketch Plan Review for Hankerson Avenue and 52nd Street X.Correspondence And Petitions A.Petitions: Sidewalks and Curb and Gutter B.Correspondence C.Minutes 1.Minutes: Energy and Environment Commission, June 13, 2019 2.Minutes: Human Rights & Relations Commission, June 18, 2019 3.Minutes: Transportation Commission, June 20, 2019 4.Minutes: Planning Commission, June 26, 2019 XI.Aviation Noise Update XII.Mayor And Council Comments XIII.Manager's Comments XIV.City Council Upcoming Meetings and Events XV.Adjournment The City of Edina wants all residents to be comfortable being part of the public process. If you need assistance in the way of hearing ampliJcation, an interpreter, large-print documents or something else, please call 952-927-8861 72 hours in advance of the meeting. Date: August 7, 2019 Agenda Item #: V.A. To:Mayor and City Council Item Type: Other From:Jane Timm, Deputy City Clerk Item Activity: Subject:Handout Tengdin Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Handout received during Community Comment INTRODUCTION: ATTACHMENTS: Description Handout Tengdin -66 eit,„i try,- lcCue (42., (q6.3(6-ct r.„ 9717, Az-p- cz 4e/ der-r-,--64 \i7 _46 tit,,t1-6 611,416_,Q.e Ces 4 61LS (4J-r,,J2-ee / - ra-i-41 /141-L--Zd M-2--e)/Ler4-41- 6),ke,, ptay 672CA-1" 2)-Le riti7LW JKAil'Al (-e,0-- 72i„, 9id j2,„ 7-(10a Atc,A.,_0 a Aer t4 _?4,-erLO .-eytiLetpl 1-eet/P )1E, A-eve"- (001, std.) 60- gt,t /97-vr-v (fi t. Li -66 / f \-i0;te=7 -e( oke ra,A e kok ate. ct-a,rkizyce, _g/xce„zz, _P,7,-;,,e,A.4- Z 1 ,trj, /›-ze- a4y4i7,„,4 Met,. ,J.et_ A (y97-1; /171,47-1 gcd ?-1 ,4,44_7-,4,L)te! Die //e 7 S4t -x-i 1 /44/-e-&„ eue--t ee,-IT-6 0-4 ZLyD__ 94,e, Ch-(L.e, ae_iyeY te*_4, ez_.D4 IfLit Cet-Va4 -..,e-- ir7-16t.:et.te "LA/v.i K 4,-brts/Lx1,4 4 PAt-e-- ‘6%4--r-71/1 a-214..12 -r 641-1 100 ti' k t)'JR,k eL4 it/34. 4A-0 _ PVC,C,61 .4eCrl 470 tKffj -RP d-aZig,•& ‘j1-.1 0 1'6 tiu-e A)--e9-46 /61,&eei av„ ) Lee e\-e E-btAp 0-# -64 /44,/e_ee, (JaA,J fvfrz r! (4, _ ava et- rY -6N r ge 754 bAk 4-2471A0-4 /4--,t1-1/3 Dy; e."21 ,j4- a f Pte. y4-42 P L4)-6A.:4 42/4(,)i. .4-;i6 _%24-r/Itz_e6,4 / e-frie Arvt-4_'4," r Atte:4{4i e 1 0. 5 2-141-( Loehlo DIP; 5-24s 6--ec--5x}-r-nte3-61-- 53 k oke_s Est 5-'`"-201 6 /(k?owry Pie--(Ay fair(AcAtA I 15 biz-607O-17O7 g.5,1 2 3 9'sz-Z3q -Et) gi bliz-t)0(201 cc- C Z.- .7,Z I - 06( 1, ( RECEIVED AUG 0 7 2019 RESTORATION OF HIGHLAND PARK PROPERTY We, the undersigned residents and/or nearby residents of the Highland Park neighborhood of Edina, do hereby respectfully request that the City of Edina allocate the necessary resources to peimanently rectify the flooding of the wild portion of Highland Park. Said flooding has made large portions of the park, including the walking paths, unusable for residents and has caused serious damage to nearby residential properties. We believe the City of Edina has a fiduciary duty to maintain this municipal asset in a manner that will restore and maintain the usefulness of all portions of Highland Park. Name Address Email or Phone .512-( vi-ac,X 4( De- 3.6-affitAk airliw-bi.vvo 52 13 tiavaod-w 752. ?zs-, /624j 4. AfJ ID1) A q5-- '4 VC 1,1 co20 %AK AS '7(4 JR) (0) 791 g2_ 6 i 5. VriS Wt 5.23' cl j Or; 51-24 -1 1 /- 6. te.414 e_ kVA -e f(91 tirt‘‘,evik-JelA 7. Ostk S(911 vJe/vC‘J)k,--e- (Vk' 8. -114,Uni 0,4"-af.„ 5&t.-7 qati,LQ,,, 014 9. Me (0 e- 1 9. Email or Phone cl,"13-e rIttik 1 '1-'1- 'V RESTORATION OF HIGHLAND PARK PROPERTY We, the undersigned residents and/or nearby residents of the Highland Park neighborhood of Edina, do hereby respectfully request that the City of Edina allocate the necessary resources to permanently rectify the flooding of the wild portion of Highland Park. Said flooding has made large portions of the park, including the walking paths, unusable for residents and has caused serious damage to nearby residential properties. We believe the City of Edina has a fiduciary duty to maintain this municipal asset in a manner that will restore and maintain the usefulness of all portions of Highland Park. Name 4. Piri4 f-) 144-04 5. Vki-4-ir 6. kriVira AhreACi 7. aln Irs-1-Inck-'16cvocevc. 8. J(110g (V OPk(ovrli5 ( 12. 13. 14. 15 Address LOW) Loa-00.4 ,pr. 2vn Lac P 52 L66401 PP-- c2:2,1 P012{4d71er' (day 5201 LowttnDo 5 $,(99 Dorf tias-f6V,; 51°61 Ant-c-ewte'r k/a, c-c\I -525C8 \oct.f‘otr-i--ce roe Cofn 1/7opogec aA-14^ed.., AA-eel-50;4 VW/L-ebiht161,114 auJuinyisle/eint;(c,. Name 1. 2. 5 L. S---4-n-4 I S RESTORATION OF HIGHLAND PARK PROPERTY We, the undersigned residents and/or nearby residents of the Highland Park neighborhood of Edina, do hereby respectfully request that the City of Edina allocate the necessary resources to permanently rectify the flooding of the wild portion of Highland Park. Said flooding has made large portions of the park, including the walking paths, unusable for residents and has caused serious damage to nearby residential properties. We believe the City of Edina has a fiduciary duty to maintain this municipal asset in a manner that will restore and maintain the usefulness of all portions of Highland Park. Address S-ZZ (=. LOCJ LQ--f 01,2 c3--en 2-7-r .91•3C-A5-1- Cr_ ut/PV 5Zo p &I 4-6g; /7S. Email or Phone Q(//, actiti(4J1--1,9 /9./07 P:7 -7 7 ir o tp, uotut iek c3 hr" 107-Pr ao (?),grl,c1-,TRA6-1, cv-6-6 Lod/40i Or ()wool, 0 i)s- 7 Z 3?-) 15 /6-61(0-7 OR b1) RESTORATION OF HIGHLAND PARK PROPERTY We, the undersigned residents and/or nearby residents of the Highland Park neighborhood of Edina, do hereby respectfully request that the City of Edina allocate the necessary resources to permanently rectify the flooding of the wild portion of Highland Park. Said flooding has made large portions of the park, including the walking paths, unusable for residents and has caused serious damage to nearby residential properties. We believe the City of Edina has a fiduciary duty to maintain this municipal asset in a manner that will restore and maintain the usefulness of all portions of Highland Park. Name Address e- 44e $0233 Ze-4 47 a tp404 raw act iey r" Email or Phone 9S ,12a0/ F-4) 164% 3 „Mt- /tit t N.). pis 4.0 512 4.1-0M Ll) 2-7.1 ee 5. Al r‘-ott.s # OoD hki(scAt'm -3( VA 6. QSC W to clvto`( 7. / 8. 53o5- -6 7/1 1 Dm- Lcv.La i Dr zz( bdij Cr/--aLetA (-1 15 Ect-C),--)c,„t( c,)'r\-( 0/1 La c A (0 9 RESTORATION OF HIGHLAND PARK PROPERTY We, the undersigned residents and/or nearby residents of the Highland Park neighborhood of Edina, do hereby respectfully request that the City of Edina allocate the necessary resources to permanently rectify the flooding of the wild portion of Highland Park. Said flooding has made large portions of the park, including the walking paths, unusable for residents and has caused serious damage to nearby residential properties. We believe the City of Edina has a fiduciary duty to maintain this municipal asset in a manner that will restore and maintain the usefulness of all portions of Highland Park. 101.-/) 4fyikic, eisb .D}v,ei e 122011-1)i:,1 41431-2e2d__( 13. e_ ft( (7 Pr IC 14. Address Email or Phone S-1,01-1-5 in Co, 1 Obi Ot_if U hatCoAryvayti 514Z. 141-re4(6001 Cut; tviatiatri r tk/On S&O oidgp I FtealAerOM,,K5 0 \ VI \ '°reA(v1/( sot,i 'vine e V aAate Z t igre---12-4,M,A4V7•1 ft-47 c 4 eki i e2AQ60/14.5)- _S 61 tkAl nrcAr ors-27) 5 205- (6/2) ft Z -Y5-7? 51 if* 1,46v) b/- 44 510 /i1E /Apr0,- Zcocx,-,s Nr. 5'/3 Nit/yr/Lakes OIL ,o)1 J 5470S g &1(21-1106- 2 (- 4531' 0)-34'6'-0 15 lo MAMA CA,e 0 R \i h irc v(7{. Address 6. 7. Y.,-44._./x_--71--14__ Pz4s- Vvbitz4/ 5-o1--i 5) r140.1 I C0114, ‘irokkoll I C epiri g u Ilvew vce4 Yst -17/1-6"-Zh,tg Vvac ota 5(0 L =-Y-tTor-1C,ckst_n CSY- ef44'1 RESTORATION OF HIGHLAND PARK PROPERTY We, the undersigned residents and/or nearby residents of the Highland Park neighborhood of Edina, do hereby respectfully request that the City of Edina allocate the necessary resources to permanently rectify the flooding of the wild portion of Highland Park. Said flooding has made large portions of the park, including the walking paths, unusable for residents and has caused serious damage to nearby residential properties. We believe the City of Edina has a fiduciary duty to maintain this municipal asset in a manner that will restore and maintain the usefulness of all portions of Highland Park. RESTORATION OF HIGHLAND PARK PROPERTY We, the undersigned residents and/or nearby residents of the Highland Park neighborhood of Edina, do hereby respectfully request that the City of Edina allocate the necessary resources to permanently rectify the flooding of the wild portion of Highland Park. Said flooding has made large portions of the park, including the walking paths, unusable for residents and has caused serious damage to nearby residential properties. We believe the City of Edina has a fiduciary duty to maintain this municipal asset in a manner that will restore and maintain the usefulness of all portions of Highland Park. Name 5. (44 Mt-6 6. kat/0 7. C--rd-ky 100)(0\J\i 8. ?04 oc5c3ia 9. 10. 11. 12. 13. 14. 15 Address Email or Phone Soz7 6 LO • l aia*, L e•%47/ /62/1- 010,47--16-)e-cy tA/14'11 14'POL5 J-11 PtiltOkr ii4ty intrieslor 017.6mi r(c't D Lsz. itAr- 5-11 3 FLD5soitit areT: ire:/, Orr 07,1A 4;1* 6V(2 \(Ne<\611-0 ezix RESTORATION OF HIGHLAND PARK PROPERTY We, the undersigned residents and/or nearby residents of the Highland Park neighborhood of Edina, do hereby respectfully request that the City of Edina allocate the necessary resources to permanently rectify the flooding of the wild portion of Highland Park. Said flooding has made large portions of the park, including the walking paths, unusable for residents and has caused serious damage to nearby residential properties. We believe the City of Edina has a fiduciary duty to maintain this municipal asset in a manner that will restore and maintain the usefulness of all portions of Highland Park. Name 6. Address nOitiaStr/4— Wk/ SS 3 2. Email or Phone RZ- IfalO CO" 6 Mail* ceJh,rtll E rnotai • etliwt, Pa-VIAk CUIA At; Lkgibli - mil IIA 4- &Ito t einvie 4.?(Kul Avtvit d-u55covk 94corws, 5. 7. 8. 9. 10. 11. 12. 13. 14. 15 . . - Date: August 7, 2019 Agenda Item #: V.B. To:Mayor and City Council Item Type: Other From:Jane Timm, Deputy City Clerk Item Activity: Subject:Handout Silver Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Handout received during Community Comment INTRODUCTION: ATTACHMENTS: Description Handout Silver Good evening. My name is Anita Silver, I live at 5060 Interlachen Bluff. It is at the bottom of a culdesac. My lot- and the adjacent lot, owned by John and Marsha Huepbenbecker- has a pond. This pond is fed by the drainage from Interlachen Blvd, as it slopes downhill, and Interlachen Bluff. It is a depository of dirt, debris, and refuse that is left by cars, construction, wintertime sanding, mown grass, careless trash and recycling people, etc. When I called representatives from the city to look at the situation, I was told that it is the city's pond, though it is on our properties . Well, the city is not taking good care of it. Many years ago, my late husband described the same problem to the city, and they came out during the winter and dredged the pond. It was a band-aid that lasted for several years, but now the situation is far greater. When I asked the city to consider dredging it, they told me I would be put on a list and perhaps in future years they would consider it. And now, the flooded condition of the adjacent wetlands has compromised the property further. I do not blame the city of Edina for rain, for melting snow, for global warming. But I do feel they should take some responsibility in maintaining THEIR pond which they have acknowledged is on MY- and my neighbor's property. Thank you. Date: August 7, 2019 Agenda Item #: V.C. To:Mayor and City Council Item Type: Other From:Jane Timm, Deputy City Clerk Item Activity: Subject:Handout Bowles CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Handout received during Community Comment. INTRODUCTION: ATTACHMENTS: Description Handout Bowles l t).66-12-6 5 ( 3/ ":111)61- 1 -TV 5 5 ) 3 i To ,12. T. A LDA, This petition was circulated by: ,r - City of Edina, Minnesota CITY COUNCIL 4801 West 50th Street • Edina, Minnesota 55424 (952) 927-8861 • (952) 927-7645 FAX • (612) 927-5461 TDD DATE RECEIVED: ECEIVED 0 7 2 19 PETITION TO THE CITY COUNCIL q SIDEWALK NrALLEY PAVING q WATER MAIN 111 STORM SEWER El SANITARY SEWER 111 STREET LIGHTING q CURB AND GUTTER ONLY 2 PERMANENT STREET El OTHER: SURFACING WITH CURB AND GUTTER To the Mayor and City Council: The persons who have signed this petition ask the City Council to consider the improvements listed above to the locations listed below. between between between between and and and and LOCATION OF IMPROVEMENT BY STREET NAME ADDRESS ADDRESS LOCATION OF IMPROVEMENT BY STREET NAME ADDRESS ADDRESS LOCATION OF IMPROVEMENT BY STREET NAME ADDRESS ADDRESS LOCATION OF IMPROVEMENT BY STREET NAME ADDRESS ADDRESS IMPORTANT NOTE: THE PERSONS WHO HAVE SIGNED THIS PETITION UNDERSTAND THAT THE CITY COUNCIL MAY ASSESS THE COSTS OF THESE IMPROVEMENTS AGAINST THE PROPERTIES BENEFITING FROM THE IMPROVEMENTS IN AMOUNTS DETERMINED BY THE COUNCIL AS AUTHORIZED BY CHAPTER 429, MINNESOTA STATUTES. PROPERTY OWNER'S OWNER'S NAME PROPERTY ADDRESS SIGNATURE (PRINTED) (PRINTED) S4 s /+- (96 CA.1 NAME ADDRESS PHONE _ There is space for more signatures on the back. I.2 4, 474 APRIL 2008 CITY OF EDINA 4801 West 50th Street Edina, MN 55424 wwwedinamn.gov Agenda Item #: IX.B. Date: February 5, 2019 To: Mayor and City Council From: Sharon Allison, City Clerk Subject: Receive Petition Requesting to Keep Brookside Terrace as a Gravel Road Item Type: Report / Recommendation Item Activity: Action ACTION REQUESTED: Motion to receive the petition and refer it to Engineering for processing as to feasibility. INTRODUCTION: Patricia Bowles circulated a petition to not pave Brookside Terrace. Brookside Terrace is scheduled for reconstruction in 2019. Our practice is to receive the petition and refer it to the Engineering Department for processing. ATTACHMENTS: Brookside Ten-ace Petition PROPERTY OWNER'S SIGNATURE 49,etet., e=-t/ OWNER'S NAME (PRINTED) ir( to Vok A 4e5 IAA .irle-A This petition was circi lated by: 61)7)/?-a-e fla I 4138,6690k5Cd [err « ck, LETO City of Edina, Minnesota CITY COUNCIL 4801 West 50th Street • Edina, Minnesota 55424 (952) 927-8861 • (952) 927-7645 FAX • (612) 927-5461 TDD DATE RECEIVED: PETITION TO THE CITY COUNCIL Petition to Edina City Council STOP! Don't pave over history on Brookside Terrace. This gravel road has served our neighborhood for over a hundred years. Brookside Terrace retains the bucolic charm of our historic Edina. Development is changing the face of Edina. We need to preserve our connections to the past by maintaining Brookside Terrace as a gravel Road. IMPORTANT NOTE: THE PERSONS WHO HAVE SIGNED THIS PETITION UNDERSTAND THAT THE CITY COUNCIL MAY ASSESS THE COSTS OF THESE IMPROVEMENTS AGAINST THE PROPERTIES 'BENEFITING FROM THE IMPROVEMENTS IN AMOUNTS DETERMINED BY THE COUNCIL AS AUTHORIZED BY CHAPTER 429, MINNESOTA STATUTES. PROPERTY ADDRESS (PRINTED) 0 q5-73 roc, ks k 1 r ( vac ysi'y s,,r PI NAME ADDRESS PHONE There is space for more signatures on the back. APRIL 2008 Date: August 7, 2019 Agenda Item #: VI.A. To:Mayor and City Council Item Type: Minutes From:Sharon Allison, City Clerk Item Activity: Subject:Approve Minutes: Work Session and Regular Meeting, July 16, 2019, and Closed Session, July 23, 2019 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve minutes as presented. INTRODUCTION: ATTACHMENTS: Description Draft Minutes: Work Session, July 16, 2019 Draft Minutes: Regular Meeting, July 16, 2019 Draft Minutes: Closed Work Session, July 23, 2019 MINUTES OF THE WORK SESSION OF THE EDINA CITY COUNCIL TUESDAY, JULY 16, 2019 5:30 P.M. Mayor Hovland called the meeting to order at 5:35 p.m. ROLLCALL Answering roll call were Members Brindle, Staunton, Fischer, Anderson and Mayor Hovland. Staff in attendance: Scott Neal, City Manager; Lisa Schaefer, Assistant City Manager; Chad Millner, Engineering Director; MJ Lamon, Community Engagement Coordinator; Heidi Lee, Race & Equity Coordinator; Jennifer Garske, Executive Assistant; Casey Casella, City Management Fellow; Andrew Scipioni, Transportation Planner; Katie Bisek, I.T. Specialist; and Sharon Allison, City Clerk. COMMUNITY ENGAGEMENT STRATEGY UPDATE Ms. Lamon stated that the community engagement strategy was developed around the City’s goal to foster an inclusive and engaged community using the International Association for Public Participation (IAP2) model. In December, staff presented the Public Participation Proposal for the West 58th Street project that identified the participation level and decisions to be made were related to plan elements. Additionally, five lessons from IAP2 for effective public participation were included. The lessons were make a plan, do what we say we’re going to do, do not change the rule, make a decision and tell residents why. Ms. Lamon explained that the engagement website, BetterTogether Edina, was launched in conjunction with the W. 58th Street pilot project and they had more than 3,000 site visits plus in-person input. She added that balancing input does not include everyone getting what they want but instead documenting why input could not be used. She said lessons learned included how questions were asked, residents not trusting the process and duplication of input. Ms. Lamon said they were at the decision-making stage to be followed by the final stage of telling residents the decision and why the decision was made. During discussion, Council said they heard from residents who felt they were not heard, but that the residents were complimentary that communication was timely. Council suggested a different approach and that was to solicit residents’ ideas, then design their ideas into a plan. Director Millner noted that Alternate A was drafted from residents’ feedback in stage one and other feedback did not meet municipal state aid requirements. Another Council suggestion was to identify strategies for building trust. NEXT STEPS FOR ETHICS POLICY Assistant City Manager Schaefer offered suggestions for drafting the ethics policy which included reaffirming or revising current practices or writing a new policy. Councilmember Staunton suggested working on the policy in an upcoming work session. JOINT MEETING WITH THE HUMAN RIGHTS & RELATIONS COMMISSION Commissioners in attendance: Pat Arseneault, Cindy Edwards, Chair Jim Nelson, Mike Epstein, Ellen Kennedy, Vice Chair Cathy Beringer, and Michelle Meek. Chair Nelson reviewed the Human Rights & Relations Commission work plan and explained that most of their work plan items were related to the Race & Equity work plan and involved working jointly with other commissioners. He said it was difficult to schedule meetings because of everyone’s time constraint but they were making progress. Other updates included the Annual Days of Remembrance in April that was attended by approximately 200; the 2019 14th annual Tom Oye Award will have two award categories with one reserved for students. Also, the Edina City Council Work Session/July 16, 2019 Values and Sharing Committee were planning their annual event which would include three topics, Missing Murdered Indigenous Women, Combating Human Trafficking, and Human Rights Impact of Climate Crisis. ADJOURNMENT Mayor Hovland adjourned the meeting at 6:50 p.m. Respectfully submitted, ____________________________________________ Sharon Allison, City Clerk Minutes approved by the Edina City Council, August 7, 2019. ___________________________________________ James Hovland, Mayor Page 1 MINUTES OF THE REGULAR MEETING OF THE EDINA CITY COUNCIL HELD AT CITY HALL JULY 16, 2019 7:00 P.M. I. CALL TO ORDER Mayor Hovland called the meeting to order at 7:00 p.m. II. ROLLCALL Answering rollcall were Members Anderson, Brindle, Fischer, Staunton, Hovland. Absent: None. III. MEETING AGENDA APPROVED AS PRESENTED Member Staunton made a motion, seconded by Member Brindle, to approve the meeting agenda as presented. Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. IV. COMMUNITY COMMENT David Frenkel, Edina, spoke against the City Manager’s recent comments on Twitter against Minneapolis public schools and asked that stronger social media policies be put in place. Mr. Frenkel then shared concerns about the lack of silt barriers in place in Arden Park as required by law during construction projects. Rhonda Bland, 7000 Carry Road, thanked the Council for the process, listening to the neighborhood’s concerns regarding the Dublin Road site for Water Treatment Plant #5, and the positive outcome. Frank Lorenz, 7151 York Avenue South, spoke about high traffic volumes on 50th Street and Vernon Avenue and how commuters used these streets as alternatives during construction projects. He suggested creating a bus system to help alleviate traffic during rush hours. IV.A. CITY MANAGER’S RESPONSE TO COMMUNITY COMMENTS Manager Neal responded to past Community Comments. V. CONSENT AGENDA ADOPTED AS PRESENTED Member Brindle made a motion, seconded by Member Staunton, approving the consent agenda as presented: V.A. Approve minutes of the June 18, 2019, Work Session and Regular Meeting V.B. Approve payment claims for Check Register Claims Pre-List Dated June 20-July 11, 2019 totaling $6,289,478.96, Electronic Payment Register Dated June 20-July 11, 2019 totaling $414,466.32 and Credit Card Transactions April 26-May 27, 2019 totaling $71,584.99 V.C. Approve New On-Sale Wine and 3.2 On-Sale Beer Liquor License for RH F&B Minnesota LLC dba Restoration Hardware V.D. Approve 2019-2020 City Insurance Renewals V.E. Approve Liability Coverage Statutory Limits V.F. Adopt Resolution No. 2019-48: Authorizing Application for Livable Communities Demonstration Account Grant Funds V.G. Approve Request for Purchase, awarding the bid to the recommended low bidder, Fred Richards Park Phase I Site Improvements, JL Theis, Inc., $113,050 Minutes/Edina City Council/July 16, 2019 Page 2 V.H. Approve Request for Purchase, awarding the bid to the recommended low bidder, Fred Richards Park Phase I Playground Equipment and Installation, Minnesota/Wisconsin Playground $120,920.00 V.I. Approve Request for Purchase, awarding the bid to the recommended low bidder, Fred Richards Park Phase I Open Air Shelter, Cedar Forest Products $38,300.00 V.J. Approve Request for Purchase, awarding the bid to the recommended low bidder, Resurfacing Parking Lot at Cornelia Park, Bituminous Roadways, $37,800 V.K. Approve Request for Purchase, awarding the bid to the recommended low bidder, Three 2020 Western Star Single-Axle Trucks with Plows, Boyer Trucks & TBEI, Inc. $548,886.90 V.L. Approve Request for Purchase, awarding the bid to the recommended low bidder, One 2020 Western Star Tandem-Axle Trucks with Plow, Boyer Trucks & TBEI, Inc. $199,138.12 V.M. Approve Request for Purchase, awarding the bid to the recommended low bidder, Water Treatment Plant No. 3 Interior Painting, Champion Coatings, Inc., $42,100.00 V.N. Approve Request for Purchase, awarding the bid to the recommended low bidder, Liquor Store Point of Sale Software Renewal, Lightspeed POS $46,901.80 V.O. Approve Request for Purchase, awarding the bid to the recommended low bidder, Browndale Avenue Stormwater Improvements, Pember Companies, Inc., $508,086.75 V.P. Approve Request for Purchase, awarding the bid to the recommended low bidder, Traffic Signal and Pedestrian Facility Improvements at Wooddale Avenue and Valley View Road, Meyer Contracting Inc. $299,247.00 V.Q. Approve Request for Purchase, awarding the bid to the recommended low bidder, Change Order No. 1 for 77th Street Sanitary Sewer Emergency Repair, Insituform, $73,860.00 V.R. Approve Request for Purchase, awarding the bid to the recommended low bidder, Interlachen Boulevard and W. 59th Street Mill and Overlay, GMH Asphalt Corporation $502,448.62 V.S. Response to Amended Petition Requesting Street Reconstruction of Woodland Road V.T. Adopt Resolution No. 2019-53: Approving Amendment to City Council Meeting Agenda V.U. Approve Traffic Safety Report of May 28, 2019 V.V. Adopt Resolution No. 2019-52: Accepting Donations V.W. Approve Revised Charge for the Housing Strategy Task Force Rollcall: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. VI. SPECIAL RECOGNITIONS AND PRESENTATIONS V.I.A. HONORING EDINA’S FIRST ROBOTICS TEAM – PROCLAIMED Mayor Hovland read in full a proclamation honoring Edina’s FIRST Robotics Team 1816 - "The Green Machine" who won the top award at the World Championship event in Detroit, Michigan in May 2019. The Chairman's Award was given to a FIRST Robotics team judged to have had the most significant, measurable impact on the world and inspiring young people to appreciate and pursue careers in the fields of science, technology, engineering and math. This was the most prestigious award given at the annual event and Team 1816 was the first team from Minnesota to earn the award. Tenzing Wyatt, Oscar Wetum, Dalla Beckensted, shared a presentation on FIRST Robotics and the importance of STEM then shared a video and explained more about their deep space robot Zeta. A round of applause was offered by the audience. Member Fischer made a motion, seconded by Member Brindle, approving the proclamation honoring Edina’s FIRST Robotics Team. Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Minutes/Edina City Council/July 16, 2019 Page 3 Motion carried. VII. PUBLIC HEARINGS HELD – Affidavits of Notice presented and ordered placed on file. VII.A. RESOLUTION NO. 2019-51 APPROVING PUBLIC DRAINAGE AND UTILITY EASEMENT VACATION AT 4901 W. 77TH STREET – ADOPTED City Engineer Millner stated Pentagon Village, LLC, had applied for drainage and utility easement vacation at 4901 W. 77th Street. Mayor Hovland opened the public hearing at 7:33 p.m. Public Testimony No one appeared. Member Fischer made a motion, seconded by Member Brindle, to close the public hearing. Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. Member Fischer introduced and moved adoption of Resolution No. 2019-51 vacating right-of- way easement, 4901 W. 77th Street, Pentagon Village redevelopment project. Member Brindle seconded the motion. Rollcall: Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. VII.B. RESOLUTION NO. 2019-49 APPROVING SITE PLAN REVIEW AND SETBACK VARIANCES FOR 6950 FRANCE AVENUE – ADOPTED Community Development Director Teague said the applicant, Luigi Bernardi, was proposing to tear down the existing office building to build a new retail building with surface parking in the rear. The request required site plan review with a side street setback variance from 35 feet to 16 feet from an unimproved right-of-way. He said on July 10, 2019, the Planning Commission recommended approval of the request and included a condition that the existing sidewalk remain on the site. He shared revisions from sketch plan review that included upgrades of building materials, enhanced landscaping, and electric charging stations and noted the applicant had requested the existing sidewalk along France Avenue remain but staff was requesting removal and construction of a new eight-foot sidewalk away from the building. The Council asked about widths curb-to-curb north to 69th to 70th Streets. Mr. Teague said a five-foot wide narrower strip separated the areas. The Council shared concerns about traffic from the west as the site was next to Kinderberry Hill childcare center and asked whether Kinderberry was aware of the proposed project. Mr. Teague said a traffic and parking study was conducted, which concluded the existing roads could support the project and parking was adequate. He said no separation was proposed from Kinderberry such as fencing, etc., and he was unaware of conversations with the childcare center regarding the project. Edward Farr, Edward Farr Architects, shared the proposed project and commented about existing ingress and egress easement through the daycare property and how it would be useful for office users as it would reduce traffic conflicts. He said there would be no signage to promote the access so usage would cease and they would be obtaining an internal access easement from the property owner as well. He shared proof of parking and greenspace with a 50-foot setback off France Avenue as recommended then shared the proposed pedestrian engaging features that included benches, lighting, visible stormwater features, and outdoor furniture. Mr. Farr spoke about the trail and intent to widen where not to eight feet and extend past Bremer Bank but noted the trail would not provide a convenient route and would include some challenges. He said the applicant intended to shift the rain gardens east to obtain more infiltration and better a visual feature then shared the current rendering and proposed materials with four-sided Minutes/Edina City Council/July 16, 2019 Page 4 architecture, four tenant bays possible, with two only entrances on France Avenue. He noted the conifers would be retained between 6950 and the Vitamin Shoppe as the conifers would act as good buffer for the neighboring property. The Council referred to trees along France Avenue in the new development called The Avenue and asked about any plans to continue the tree corridor. The Council also asked for more detail on the stormwater features. Mr. Farr explained three overstory trees would be included and they would improve the current chamber system and incorporate rain gardens in the front yard. He noted the building would be 30 feet high with 20 feet of glass and a parapet. Mayor Hovland opened the public hearing at 7:55 p.m. Public Testimony Frank Lorenz, 7151 York Avenue South, addressed the Council. David Buyse, commercial real estate broker representing Southdale Pet Hospital at 3910 W. 70th Street, addressed the Council. Member Staunton made a motion, seconded by Member Fischer, to close the public hearing. Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. The Council referred to concerns raised during public testimony regarding mosquitoes from the rain gardens and continued concerns about traffic cut through. The Council requested the applicant contact the daycare to explore possible solutions. Mr. Farr said the gardens were actually storm water management features and included an architectural rock basin to address potential mosquito concerns as well as special filtration media to infiltrate water quickly. The Council asked about sidewalk concerns, the difference in what the Planning Commission wanted, why 5 feet vs 8 feet, to mitigate width, and allow an alternate path. Mr. Teague replied staff wanted an 8-foot sidewalk and moved back farther from France as well as proposed sidewalk by the building. Mr. Mic Johnson wanted a double row of trees so removing sidewalk allows for trees, and sidewalk closer to the building would serve the site. The Council spoke about 69½ Street, which was actually an access easement, and if the variance and opening would not include parking. Mr. Teague said the area for a variance was 50 feet, which could be corrected in the future with new street realignment and would then be the east/west connection for the block and made into a boulevard street at that width. The Council asked about the parking lot easement, stalls set behind the building, and if the easement around the current parking was considered. The Council suggested closing off the easement access to address traffic concerns. Mr. Farr said the easement was solely in the driveway lane, not in stalls, and was taken into consideration. He would prefer to keep the area open as all other lots around the block were connected and offered alternatives for connectivity and circulation as well as emergency vehicle access. The Council inquired about the one-story design instead of a mansard roof. Mr. Farr said this was the best size to support with surface parking, adding the tenant was looking for a modern contemporary structure. The Council referred to eventual iron deposits on the building and suggested review of either stone treatment or a cleaning plan. The Council spoke about the excellent building materials and design and how the France Avenue front looked well but double trees could block the building over time. The Council suggested more substance for the pergola but agreed it fit well with the other buildings. The Council noted internal circulation issues had existed for many years and part of solution would be on Kinderberry. The Minutes/Edina City Council/July 16, 2019 Page 5 Council voiced support for the variance with 100 feet of separation from the building to the north as it helped set up a future Southdale plan with subtle of building placement and parking. Member Brindle introduced and moved adoption of Resolution No. 2019-49 approving a site plan with variances at 6950 France Avenue with the following conditions: 1. Subject to staff approval, the site must be developed and maintained in substantial conformance with the following plans, unless modified by the conditions below: • Site plan date stamped May 31, 2018. • Grading plan date stamped May 31, 20187. • Landscaping plan date stamped May 31, 2018. • Building elevations date stamped May 31, 2018. 2. Prior the issuance of a building permit, a final landscape plan must be submitted, subject to staff approval. Landscape plan must meet all minimum Zoning Ordinance requirements. The trees on the east side of the site shall be preserved if possible, during construction. 3. The property owner is responsible for replacing any required landscaping that dies. 4. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 5. Compliance with the conditions required by the city engineer in his memo dated July 3, 2019. 6. Building plans are subject to review and approval of the fire marshal at the time of building permit. 7. The existing sidewalk shall remain on the site. Member Staunton seconded the motion. Rollcall: Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. VII.C. RESOLUTION NO. 2019-50 APRPOVING A PRELIMINARY PLAT WITH VARIANCES FOR 5841 OAKLAWN AVENUE – ADOPTED Mr. Teague said Steve Sandberg was proposing to subdivide his property at 5841 Oaklawn into two lots. The existing home would be torn down and two new homes built. There was an existing pedestrian and utility easement located over a vacated right-of-way of a portion of 59th Street which would remain. He stated the Planning Commission unanimously recommended approval of the request but added a condition that the building height on Lot 1 should be regulated as a 50-foot wide lot with a 35-foot height maximum. Mr. Teague shared the existing driveway connected to 59th Street should be eliminated, and drainage plans should connect to the drain tile system along the east lot line subject to review and approval of the city engineer. Mr. Teague reviewed the practical difficulty of location of 59th Street and pedestrian and utility easements. Steve Sandburg, 2929 17th Avenue South, Minneapolis, said his family purchased the lot in 1949 and loved living in Edina. Now he would like to use the lot for investment property. The Council asked if the applicant was willing to expand the easement to 30 feet, if approved. Mr. Sandburg said he would, adding there was 20 feet on this site and 10 feet on the site to the south. David Knaeble, Civilside Work, 4931 W. 35th Street, St. Louis Park, said they were in support of all conditions from the Planning Commission with 50-foot widths, height restrictions, drain tile, and elimination of the driveway. He said drainage concerns would not increase as all would be in the 59th Street right-of-way so there would be no increased drainage to any offsite properties. The Council noted the street was higher than the sidewalk to the front of the home and asked if the new homes would be the same grade or raised. The Council also asked if the legacy tree by the driveway could be retained. The Council spoke about water concerns by neighbors due to grade change and the importance of including stormwater elements in landscaping where possible. Mr. Knaeble said the plan was shown to the level of the existing home but noted the legacy tree would most likely be taken by the builder. Minutes/Edina City Council/July 16, 2019 Page 6 Mayor Hovland opened the public hearing at 8:38 p.m. Public Testimony Matthew So, 5837 Oaklawn Avenue, addressed the Council. Matt Glatzel, 5800 Brookview Avenue, addressed the Council. Member Brindle made a motion, seconded by Member Fischer, to close the public hearing. Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. The Council asked questions after testimony regarding reasons for the variance approval. Mr. Teague reviewed that because of the right-of-way in the southeast corner, the building on Lot 1 would be restricted and also on the lot to the south. He said Lot 2 would be the same size as other lots in the area at 50 feet wide and was reasonable. The Council noted Lot 1 was a little larger than average due to the right-of-way vacation then asked about grade change, the resulting building on Lot 1, and at what point would the grade change. Mr. Teague said drainage would not extend onto adjacent properties any more than currently and possibly even less. The Council spoke about minimizing and uniformity of lot size then asked about risks to other neighbors based on discharged water with the creation of two new lots. Mr. Millner said the rain garden and swale was needed to get to the 59th Street drain tile but staff would review that with site plan prior to permits. Currently, staff was were comfortable with the application. The Council said while challenging, the request was consistent with the neighborhood and City Code with a smaller footprint and the result of two new families to the community. The Council shared concerns about the home’s south lot of 80 feet, three-stall garage, and frontage. The Council did want two next to each other but was in favor of the subdivision as it retained neighborhood character. Member Anderson introduced and moved adoption of Resolution No. 2019-50 approving a preliminary plat with variances at 5841 Oaklawn Avenue based on the following conditions: 1. The City must approve the final plat within one year of preliminary approval or receive a written application for a time extension or the preliminary approval will be void. 2. Prior to issuance of a building permit, the following items must be submitted: a. Submit evidence of Minnehaha Creek Watershed District approval. The City may require revisions to the preliminary plat to meet the district’s requirements. b. A curb-cut permit must be obtained from the Edina engineering department. c. A grading, drainage and erosion control plan subject to review and approval of the city engineer. The proposed plans shall meet all conditions outlined in the engineering memo dated June 18, 2019. d. There shall be no increase in peak rate or volume to neighboring private property. e. Any disturbance to the roadway caused by the construction of the new homes must be repaired by replacing the asphalt pavement from curb-to-curb and from saw-cut to saw-cut. f. A construction management plan will be required for the construction of the new homes. g. Utility hook-ups are subject to review of the city engineer. 3. No structure shall be constructed within the utility and pedestrian easement located over the south 30 feet of Lot 1. 4. The building height on Lot 1 shall be regulated as a 50-foot-wide lot. No taller than 35 feet to the ridge line. 5. The existing driveway connected to 59th Street shall be eliminated. 6. The drainage plans shall connect to the drain tile system along the east lot line subject to review and approval of the city engineer. 7. Expanding the easement to 20 feet. Minutes/Edina City Council/July 16, 2019 Page 7 Member Brindle seconded the motion. Rollcall: Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. VIII. REPORTS/RECOMMENDATIONS VIII.A. LAKE CORNELIA VEGETATED BUFFER PROJECT CONCEPT AND COST-SHARE AGREEMENT – APPROVED Assistant Director of Parks and Natural Resources Swenson shared communication efforts for the Lake Cornelia Vegetated Buffer Project concept and cost that included correspondence, presentations, Better Together, open houses, and Parks and Recreation Commission meeting. He reviewed the park strategic plan to protect, enhance and restore the City’s natural resources, and areas with no net loss of natural areas. He identified low-use park land areas that could be converted to native or low input ground covers to lessen maintenance and provide greater habitat. Mr. Swenson shared Lake Cornelia blue-green algae concerns and how it was listed on the federal impaired waters lists and the need for a buffer and Clean Water Strategy by 2020. He outlined areas and existing conditions and challenges that included access from adjacent property owners, proximity to the 6629 home, and encroachment issues with irrigation systems, etc., then reviewed the funding source that included partnership with Nine Mile Creek Watershed District for $25,000 and shoreline naturalization funding with an estimate of $50,000. He noted the buffer was there not just for water quality but also to change the land use from mowed to natural. Mr. Millner said staff was looking for low-cost methods to address these goals and said the Watershed required a 10-year maintenance period. If approved, some plantings and clean-up would be done yet this year. He commented on the goal to maintain to the property line and how some residents did not wish to do so. The Council asked about reasons for the land use change and culvert plan then spoke about how the project seemed early with next year’s overall lake management plan. Mr. Swenson said staff was trying to find underutilized mowed area to convert to natural for sustainability and noted the culvert went between the 4524 and 4520 homes to bring from the watershed to the south. The Council noted the City received encouragement to start to address this problem and agreed on the need for a broader overall strategy then asked questions about the buffer depth and if the main concern was 60 feet from the property line to the shore of the lake. The Council suggested a more gradual line to give a 25-30-foot buffer and provide more relief to homes closer to the lake to ensure all homes had 10 feet of relief for more uniformity. The Council noted how residents had been taking care of the area for the most part now and commented about inconsistent history of the City in interactions with neighbors and maintenance and not being able to maintain the areas properly. The Council said residents know they have no legal right to the area but had been maintaining to address the look and since the project would not fully address the algae concerns, a 30-foot buffer would be more appropriate. Doug Mensing, Senior Ecologist for Applied Ecological Services, Inc., reviewed the proposed plan of enhanced woodlands to remove invasive buckthorn and Ash trees and the intent to be more visibly permeable. He said the design maintenance plan would cover 10 years and add low-growing plants and native grasses that would obscure views and include shade-plants or savanna plants of three feet or less and would enhance the emergent zone and improve habitats for fish and frogs. The Council asked about plant options that would allow pedestrians to access the lake and stop treating lawns right to the lake. The Council noted lake use change would result in loss of a current utility for play use and a 30-foot buffer would be a good start. The Council suggested the possible sale of property to the homeowners with easements to allow lake access and provide controls such as limited fertilizer use, etc. The Council spoke about the buffer on the lake side of the trail including a trail as a boundary. Mr. Swenson said any trail would be approximately 50 feet or closer in some places. Minutes/Edina City Council/July 16, 2019 Page 8 Mr. Neal shared there were many different opportunities and encroachment issues to compare too and cautioned against handling this one differently. The Council said the City should still maintain the area as public land and provide accountability. He asked about boat access. Mr. Swenson said the proposed plantings would not affect access to the lake and the lake would include one public access. Mr. Millner added staff would need to confirm if the grant amount would change based on Council direction. The Council stressed the importance of lake access and the ability to enjoy the park then spoke about retaining everything on the east end to the first property and putting responsibility on the neighbors to maintain so the City could do what was needed in the 30-foot buffer and provide room for a trail. Member Staunton made a motion, seconded to Member Brindle, approving Lake Cornelia Vegetated Buffer project with 30-foot limitation concept and Nine Mile Creek Watershed District cost-share agreement grant with continued maintenance and design, and directing staff to proceed to bid stage. Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. The Council took a short recess. VIII.B. W. 58TH STREET RECONSTRUCTION CONCEPT AND RECEIVE UPDATED PUBLIC ENGAGEMENT REPORT – APPROVED Mr. Millner shared the West 58th Street reconstruction concept public engagement process had over 3,000 site visits and 118 engaged visitors who provided feedback on use patterns, concepts, alternatives interests, and issues. He said there was value of input at all stages and since the opportunity for street changes was infrequent, now was the time. The existing street was not centered on the right-of-way and the pedestrian and bike master plan included more emphasis on shared uses. He said staff was asking for approval of a concept that balanced the needs of the residents and City and spoke about reduced property impacts, separated off-street and on-street bike facilities, and materials. Mr. Millner said the lighting style input was 60% and the result was Alternative A with lane widths of 12 feet that separated pedestrians from vehicles with the boulevard to include turf, day lilies or trees, and could address stormwater issues too. He shared the justification for Alternative A that included narrow vehicle lanes, least amount of property impacts, off-street bike and pedestrians with buffers from vehicles, space for landscaping and stormwater, enhanced crosswalk to Pamela Park, and limited loss of driveway parking. The Council asked about potential parking bays. Mr. Millner said bays could be a possibility on the north side to allow more parking and slow traffic. He shared photos with proposed lines to depict property impacts and where fencing would likely be removed, then reviewed driveway and slope analysis and the resulting resident-created alternatives through an engaged community. Mr. Millner also reviewed next steps including assessment estimates, preliminary engineering, design determine impacts, and December public hearing. The Council commented on the online tool usefulness and possible alternatives then asked since residents were comfortable with no more than an eight-foot impact into their yards on the north, could bikes still be separated. Mr. Millner said the separation was not possible and felt more room was needed so families using the bikeway would not co-mingle with traffic. He would not recommend five-foot bikeways but would suggest six feet instead. He noted there would be no room for stormwater treatments. Mr. Millner reviewed what could work on the south side with six- to eight-foot impacts. Discussion was held on the ability of cities to lower the speed limit to 25 mph beginning August 1 but that implementation could be complicated. The Council asked about the Discussion Only option and how it included no buffer and concerns about width and the importance of completing the loop to Pamela Park to take bike traffic off a portion of 58th Street and create adequate access. Mr. Millner said the City was designing for future users and if there Minutes/Edina City Council/July 16, 2019 Page 9 was an eight-foot path or trail, he would be concerned about not engaging residents on Fillbrook first. Discussion was held about the bituminous being the same level as the roadway with a divider but the protection would not feel like an asphalt sidewalk and separated from traffic. Mr. Millner said the buffered bike lane would need to be vertical and need more space to keep cars out, probably with a curb and maintenance, but cars could drive up and over. The Council asked about crosswalks and the need for another at Kellogg. Mr. Millner said school buses served as a crosswalk. He would prefer to wait to monitor and add later at the property owners’ request. The Council spoke about the need for a boulevard buffer and to keep impacts to nothing greater than 8 feet to accomplish a sidewalk on the north. The Council shared concerns about redesign and a hybrid solution and how changing the design without an opportunity for new feedback would not honor the process. Mr. Millner clarified as the design was being created, staff would work with the property owners on impacts. Member Brindle made a motion, seconded to Member Staunton, to approve Alternative A as the concept for W. 58th Street from Wooddale Avenue to Xerxes Avenue with conditions beginning on the north side with a five-foot sidewalk, two-foot boulevard, eleven-foot travel lanes, eight-foot concrete bike walk, and concrete sidewalk. Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. VIII.C. SKETCH PLAN – 7001 AND 7025 FRANCE AVENUE – REVIEWED Community Development Director Teague said the Council was asked to consider a sketch plan request to redevelop the southeast corner of 70th and France (7001 & 7025 France Avenue.) The applicant would tear down the existing 66,200 square foot office and bank, and build a 5,500 square foot US Bank building with drive-through, 4,000 square foot retail building with drive-through, 7,000 square foot multi-tenant retail building, 120-unit market rate apartment (181,000 square foot), and 80-unit affordable housing apartment (75,000 square foot) Carl Robert, Ryan Companies, said the site would allow for redevelopment and the bank to continue operations. He said the bank would be opaque and set back with current subtenants leaving and no public space or sidewalks currently. He shared the interior promenade and full acre of uses with high-quality architecture, large living units made for Edina empty-nesters, with high and oversized ceilings and terraces, 40% affordable units included, and very walkable to income-qualified jobs. He shared their plan to break up the superblock as guided by the Southdale Area Plan with mixed use and total lifestyle housing options to retain Edina residents with connection to a high-quality public realm that has public pathways, patios, green space, and lighting. Mr. Robert said the ground floor uses would be transparent and engage France Avenue with pedestrian-scaled buildings, and supportive of future connections to the promenade and Hazelton Road. Josh Ekstrand, National Director of Design and Arch on Overall Master Plan of Ryan, reviewed how the project supported the Southdale Area Plan design guidelines by forming street rooms with new housing options, pedestrian-friendly pathways, and a sustainable public realm. He reviewed the project would include a 5,500-square foot flagship US Bank branch, 4,000 square feet of standalone retail, 7,000 square feet multi-tenant retail, 120 market-rate multifamily units, 80 workforce units, and public realm enhancements of sidewalks, interior streets, outdoor seating, and greenspace. He said they would reduce surface parking from 205 to 149 stalls and all residential parking would be addressed in the enclosed parking with a one-story of structured at grade and below grade that did not rely on surface parking. Terry Menard, Confluence Landscape, said the overall public realm was to create a neighborhood environment, pedestrian streets and sidewalks to connect, parking lot plantings and enriched public and private spaces with a dog park, public art, stormwater infrastructure, and intimate gathering space with seating and connections to residential and on street parking. This will create a downtown feel with large glass storefronts, visibility, and plantings well above the existing France Avenue with center plaza space. Minutes/Edina City Council/July 16, 2019 Page 10 The Council asked questions about meeting the Southdale Area Plan and indicated that while the eastern side was good with pedestrian experiences and led north to a woonerf, the blocks were still too big. The Council was concerned about the west side parking field being visible from the street, not creating street rooms along France Avenue, and the need for more height and 50-foot setbacks as the promenade concept did not flow through the site well and connect people to the site. The Council said the concept of new local streets did not really connect and stressed the need to work with Hennepin County on proposed curb cuts to drive the remainder of the development, and add more in landscaping around the curb cut to shield parking. The Council spoke about tenant selection, residential being more attractive than the proposed commercial, timing, and rating the housing strategy task force on housing created. The Council asked for more graceful transitions within the site and neighboring sites and agreed on the need to complement adjacent sites and relieve challenges with those sites. The Council cautioned against using too modern architecture as it could become dated quickly and suggested focusing more on classic architecture. The Council suggested reorganization of the site to highlight US Bank as the cornerstone and clarified the senior and affordable use housing should look similar to the other housing with the promenade through the site to provide pedestrian accesses from one building to another. The Council spoke about setting the building back at 50 feet, adding public art, and stressed sustainability in all buildings such as composting and low-energy lights, noting there was too much surface parking. The Council stressed the importance of this site and US Bank wanting to remain open until the new bank was constructed but suggested a temporary relocation so an appropriate Class A office building with height could be created on France Avenue as the site needed to feel more urban and human-centric, not car-centric. The Council thanked the applicant for this proposal and said it looked forward to seeing the revised plan. IX. CORRESPONDENCE AND PETITIONS IX.A. CORRESPONDENCE - Received Mayor Hovland acknowledged the Council’s receipt of various correspondence. IX.B. MINUTES – Received 1. ENERGY AND ENVIRONMENT COMMISSION, MAY 9, 2019 2. TRANSPORTATION COMMISSION, MAY 16, 2019 3. HUMAN RIGHTS AND RELATIONS COMMISSION, MAY 28, 2019 4. PARKS & RECREATION COMMISSION JUNE 11, 2019 5. HERITAGE PRESERVATION COMMISSION, APRIL, MAY AND JUNE 2019 Informational; no action required. X. AVIATION NOISE UPDATE – Received XI. MAYOR AND COUNCIL COMMENTS – Received XII. MANAGER’S COMMENTS – Received XIII. CITY COUNCIL UPCOMING MEETINGS AND EVENTS – Received XIV. ADJOURNMENT There being no further business on the Council Agenda, Mayor Hovland declared the meeting adjourned at 11:55 p.m. Respectfully submitted, Sharon Allison, City Clerk Minutes approved by Edina City Council, August 7, 2019. James B. Hovland, Mayor Video Copy of the July 16, 2019, meeting available. MINUTES OF THE WORK SESSION OF THE EDINA CITY COUNCIL TUESDAY, JULY 23, 2019 6:00 P.M. Mayor Hovland called the meeting to order at 6:05 p.m. ROLL CALL Answering roll call were Members Anderson, Brindle, Fischer, Staunton, and Mayor Hovland. Staff in attendance: Scott Neal, City Manager, Kaylin Eidness, Senior Communications Coordinator; Brian Olson, Public Works Director; Dave Goergen, Public Works Coordinator; Bob Wilson, City Assesssor; and Sharon Allison, City Clerk. Attorney in attendance: Charlie Nauen and David Zoll, Lockridge Grindal Nauen P.L.L.P. CLOSED SESSION: Attorney-Client Privilege Regarding Litigation Member Staunton made a motion, seconded by Member Brindle, to close the meeting as allowed under Mn. Stat. 13D.05 Subd. 3. (b) for attorney-client privilege to discuss potential litigation and legal strategy regarding the T.H. 100/CSAH 3 Solvent Plume. Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. Attorneys Charlie Nauen and David Zoll, Lockridge Grindal Nauen P.L.L.P., discussed potential litigation and legal strategy regarding the T.H. 100/CSAH 3 Solvent Plume with staff and Council. MOVE BACK INTO OPEN SESSION Member Staunton made a motion, seconded by Member Fischer to move back into open session. Ayes: Anderson, Brindle, Fischer, Staunton, Hovland Motion carried. ADJOURNMENT Mayor Hovland adjourned the meeting at 7:38 p.m. Respectfully submitted, ____________________________________________ Sharon Allison, City Clerk Minutes approved by the Edina City Council, August 7, 2019. ___________________________________________ James B. Hovland, Mayor Date: August 7, 2019 Agenda Item #: VI.B. To:Mayor and City Council Item Type: Claims From:Don Uram, Finance Director Item Activity: Subject:Approve Payment of Claims Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve claims for payment: Check Register Claims Pre-List Dated 07.18.19-08.01.19 TOTAL $4,479,455.77 Electronic Payment Register Dated 07.18.19-08.01.19 TOTAL $289,644.50 INTRODUCTION: Claim information for approval is attached. ATTACHMENTS: Description Check Register Claims Pre-List Dated 07.18.19-08.01.19 TOTAL $4,479,455.77 Electronic Payment Register Dated 07.18.19-08.01.19 TOTAL $289,644.50 7/31/2019CITY OF EDINA 11:48:22R55CKS2LOGIS100 1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. 8/1/20197/18/2019 - Company Amount 460,993.4001000GENERAL FUND 3,210.2202300POLICE SPECIAL REVENUE 9,198.8302400BRAEMAR MEMORIAL FUND 38,197.5302500PEDESTRIAN AND CYCLIST SAFETY 125.0003300PIR DEBT SERVICE FUND 264,565.3604000WORKING CAPITAL FUND 688,641.1404100PIR CONSTRUCTION FUND 330,867.9304200EQUIPMENT REPLACEMENT FUND 12,072.9105100ART CENTER FUND 105.0805200GOLF DOME FUND 34,794.0605300AQUATIC CENTER FUND 50,127.7005400GOLF COURSE FUND 22,287.5705500ICE ARENA FUND 11,762.7805550SPORTS DOME FUND 18,105.8705700EDINBOROUGH PARK FUND 31,059.4605750CENTENNIAL LAKES PARK FUND 499,008.7205800LIQUOR FUND 426,351.5405900UTILITY FUND 499,866.3905930STORM SEWER FUND 40,461.4805950RECYCLING FUND 369,620.8106000RISK MGMT ISF 15,566.0207400PSTF AGENCY FUND 12,162.7809210HRA ADMINISTRATION 181,629.8509232CENTENNIAL TIF DISTRICT 336,867.0509238SOUTHDALE 2 DISTRICT 106,516.960924350TH AND FRANCE 2 TIF DISTRICT 15,289.3309900PAYROLL FUND Report Totals 4,479,455.77 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 1Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437378 7/18/2019 135988 APPRIZE TECHNOLOGY SOLUTIONS, INC. 960.00 JULY APPRIZE INVOICE 496045 18284 1556.6160 DATA PROCESSING EMPLOYEE SHARED SERVICES 960.00 437379 7/18/2019 132031 ARTISAN BEER COMPANY 9,893.20 496574 3355127/3355130 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 655.00 496391 3357053 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,433.80 496389 3358049 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,648.10 496390 3358050 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 13,630.10 437380 7/18/2019 101718 AUTO PLUS - FORMERLY PARTS PLUS 17.28 FILTERS 496316 038097883 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 11.80 VALVE STEMS 496497 038097952 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 5.56 FILTERS 496496 038098144 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 60.82 GAUGES 496498 038098185 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 95.46 437381 7/18/2019 104345 BARCLAY AUDIO 2,390.00 SOUND SYSTEM REPAIRS 496499 7/12/2019 5761.6180 CONTRACTED REPAIRS CENTENNIAL LAKES OPERATING 2,390.00 437382 7/18/2019 127908 BAZILLIONS, THE 250.00 CLP PERFORMANCE 08/08/19 496250 CLP PERFORMANCE 08/08/19 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 250.00 437383 7/18/2019 144783 BELYN KEY, LLC 1,182.48 MERCHANDISE 495896 #4009 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 1,182.48 437384 7/18/2019 145374 BENJAMIN MICHAEL KNIGHT LENZMEIER 80.00 CLP FARMERS MARKET 07/11/19 496251 CLP PERFORMANCE 07/11/19 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 80.00 437385 7/18/2019 100661 BENN, BRADLEY 63.00 GIFT SHOP JUNE 2019 495897 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 63.00 437386 7/18/2019 145517 BERG, JOSEPH 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 2Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437386 7/18/2019 145517 BERG, JOSEPH Continued... 250.00 495898 00122449-020002 5007 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 250.00 437387 7/18/2019 131191 BERNATELLO'S PIZZA INC. 546.00 PIZZA 496046 4828686 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 546.00 437388 7/18/2019 125139 BERNICK'S 1,196.61 496019 515933 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 20.00 496398 515934 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,711.48 496397 515935 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 64.60 496399 515936 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 775.15 496547 515937 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 3,767.84 437389 7/18/2019 126847 BERRY COFFEE COMPANY 510.93 CONCESSIONS FOOD 496500 673820 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 510.93 437390 7/18/2019 141961 BHE COMMUNITY SOLAR LLC 5,388.63 496281 9652038 5720.6185 LIGHT & POWER EDINBOROUGH OPERATIONS 5,388.63 437391 7/18/2019 130569 BINTNER, ROSS 296.38 MILEAGE REIMBURSEMENT 496047 20190709 1263.6107 MILEAGE OR ALLOWANCE ENVIRONMENT 665.70 AWWA CONF REIMBURSEMENT 496047 20190709 1263.6104 CONFERENCES & SCHOOLS ENVIRONMENT 962.08 437392 7/18/2019 142153 BLACK STACK BREWING INC. 181.50 496400 4773 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 315.00 496401 4775 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 496.50 437393 7/18/2019 124534 BLACKSTONE CONTRACTORS LLC 14,677.50 PAY #1 496048 ENG 19-9 PROJECT 07153.1705.30 CONTRACTOR PAYMENTS Valley View Rd Ped Bridge 14,677.50 437394 7/18/2019 122248 BLICK ART MATERIALS 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 3Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437394 7/18/2019 122248 BLICK ART MATERIALS Continued... 25.31 496049 232524 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 25.31 437395 7/18/2019 145511 BOMSTA, DIANE 100.00 495899 00092265-033130 0006 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 100.00 437396 7/18/2019 105367 BOUND TREE MEDICAL LLC 13.99 AMBULANCE SUPPLIES 496504 63056868 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL 191.60 AMBULANCE SUPPLIES 496503 83260006 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL 145.60 AMBULANCE SUPPLIES 496502 83263361 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL 351.19 437397 7/18/2019 119351 BOURGET IMPORTS 17.50 496403 162440 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 1,200.00 496403 162440 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 17.50 496402 162445 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 906.00 496402 162445 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.50 496548 162630 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 112.00 496548 162630 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,256.50 437398 7/18/2019 117040 BOYER TRUCKS 15.43 LAMP 496319 22376D 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 21.88 LATCH 496505 22417D 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 42.59 HOSE 496318 867672X1 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 79.90 437399 7/18/2019 125155 BRAUN, MICHAEL 152.78 PHOTOS FOR "EDITION: EDINA"496050 3089 1130.6408 PHOTOGRAPHIC SUPPLIES COMMUNICATIONS 386.66 HOMETOWN HEROES PHOTOS 496051 3090 1554.6124 WEB DEVELOPMENT CENT SERV GEN - MIS 539.44 437400 7/18/2019 124291 BREAKTHRU BEVERAGE MINNESOTA 3.45 496578 1080987416 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 36.80 496550 1080997316 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 3,222.43 496550 1080997316 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 23.76 496549 1080997317 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 3,203.47 496549 1080997317 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 4Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437400 7/18/2019 124291 BREAKTHRU BEVERAGE MINNESOTA Continued... 18.40 496020 1080997318 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 1,943.81 496020 1080997318 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.24 496021 1080997319 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 1,181.17 496021 1080997319 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 26.45 496406 1080997320 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,607.81 496406 1080997320 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 79.73 496405 1080997321 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 9,909.69 496405 1080997321 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.15 496404 1080997322 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 4.02 496404 1080997322 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 73.46 496404 1080997322 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 211.71 496404 1080997322 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 21,555.55 437401 7/18/2019 124529 BREAKTHRU BEVERAGE MINNESOTA BEER LLC 79.50 496407 1091026335 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,877.10 496023 1091026336 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 11,239.65 496022 1091026337 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,851.50 496551 1091029262 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 16,047.75 437402 7/18/2019 145549 BRUESKE, JEFF 200.00 CLP PERFORMANCE 08/06/19 496252 CLP PERFORMANCE 08/06/19 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 200.00 437403 7/18/2019 100669 BRYAN ROCK PRODUCTS INC. 417.85 INFIELD 495900 33699 1642.6542 INFIELD MIXTURE FIELD MAINTENANCE 417.85 437404 7/18/2019 102149 CALLAWAY GOLF 153.90 MERCHANDISE 495901 930595058 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 477.00 MERCHANDISE 496506 930618511 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 630.90 437405 7/18/2019 119455 CAPITOL BEVERAGE SALES 155.75 496409 2288259 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 3,226.80 496408 2288260 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 42.00 496552 2291583 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 936.40 496553 2291585 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 5Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437405 7/18/2019 119455 CAPITOL BEVERAGE SALES Continued... 4,360.95 437406 7/18/2019 145559 CAVALCANTE, KIMBERLY 420.00 NINJA WARRIORS REFUND 496565 071519 1600.4390.22 MINI HAWKS PARK ADMIN. GENERAL 420.00 437407 7/18/2019 145552 CEF EDINA COMMUNITY SOLAR, LLC 206.09 495308 06242019 1552.6185 LIGHT & POWER CENT SVC PW BUILDING Supplier 125320 CEF OF MINNESOTA 206.09 437408 7/18/2019 101515 CEMSTONE PRODUCTS CO. 612.50 CONCRETE SEALER 496507 449489 5913.6520 CONCRETE DISTRIBUTION 612.50 437409 7/18/2019 123898 CENTURYLINK 130.69 496283 0024-6/19 4090.6188 TELEPHONE 50TH&FRANCE MAINTENANCE 58.02 496282 0297-6/19 4090.6188 TELEPHONE 50TH&FRANCE MAINTENANCE 102.08 496286 1019-6/19 7411.6188 TELEPHONE PSTF OCCUPANCY 63.06 496284 1410-6/19 1622.6188 TELEPHONE SKATING & HOCKEY 121.05 496285 7398-6/19 7410.6188 TELEPHONE PSTF ADMINISTRATION 474.90 437410 7/18/2019 142533 CES IMAGING 120.65 LARGE FORMAT SUPPORT 496320 INV102968 1554.6230 SERVICE CONTRACTS EQUIPMENT CENT SERV GEN - MIS 120.65 437411 7/18/2019 142028 CINTAS CORPORATION 80.77 TABLE LINENS 496053 4020781137 5421.6201 LAUNDRY GRILL 95.82 CART TOWELS 496052 4021664148 5424.6406 GENERAL SUPPLIES RANGE 72.56 CART TOWELS 495902 4025253898 5421.6201 LAUNDRY GRILL 15.26 UNIFORM RENTAL 496325 4025474578 1646.6201 LAUNDRY BUILDING MAINTENANCE 46.32 UNIFORM REANTAL 496323 4025474637 1553.6201 LAUNDRY EQUIPMENT OPERATION GEN 57.10 UNIFORM RENTAL 496324 4025474648 1301.6201 LAUNDRY GENERAL MAINTENANCE 41.06 LAUNDRY 496322 4025474657 1552.6511 CLEANING SUPPLIES CENT SVC PW BUILDING 37.70 UNIFORM RENTAL 496321 4025474682 5913.6201 LAUNDRY DISTRIBUTION 446.59 437412 7/18/2019 122317 CITY OF EDINA - COMMUNICATIONS 231.14 FLAGS 495903 COM-1886.2 5760.6406 GENERAL SUPPLIES CENTENNIAL LAKES ADMIN EXPENSE 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 6Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437412 7/18/2019 122317 CITY OF EDINA - COMMUNICATIONS Continued... 231.14 437413 7/18/2019 144987 CMC DESIGN, LLC 389.69 MERCHANDISE 495904 0188676-IN 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 389.69 437414 7/18/2019 101329 CONSTRUCTION MATERIALS INC. 382.75 CONCRETE TOOLS/ PLASTIC 496508 2019 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 382.75 437415 7/18/2019 100695 CONTINENTAL CLAY CO. 492.00 496054 INV000136546 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 919.47 496055 INV000136547 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 1,411.47 437416 7/18/2019 140999 CORE-MARK MIDCONTINENT INC. 715.36 CONCESSIONS FOOD 496509 7185308 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 715.36 437417 7/18/2019 136899 CORRIGAN, KAT 12.60 GIFT SHOP JUNE 2019 495905 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 12.60 437418 7/18/2019 145558 CRAMER, JESSICA 95.00 EVBA CAMP REFUND 496566 071519 1600.4390.69 PARTNERSHIP PROGRAMS PARK ADMIN. GENERAL 95.00 437419 7/18/2019 130171 CTM SERVICES INC. 416.63 EDGER BLADES 496056 4319 5521.6215 EQUIPMENT MAINTENANCE ARENA ICE MAINT 416.63 437420 7/18/2019 100699 CULLIGAN BOTTLED WATER 416.84 BOTTLED WATER 496326 114-10014090-3- 6/19 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 416.84 437421 7/18/2019 124335 CUMELLA, COLLETTE 4.80 GIFT SHOP JUNE 2019 495907 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 4.80 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 7Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437422 7/18/2019 133169 DAIKIN APPLIED Continued... 1,660.00 QUARTERLY SERVICE JULY-SEPT 495908 3228268 5710.6230 SERVICE CONTRACTS EQUIPMENT EDINBOROUGH ADMINISTRATION 1,660.00 437423 7/18/2019 103176 DANICIC, JOHN 48.00 GIFT SHOP JUNE 2019 495909 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 48.00 437424 7/18/2019 118189 DEM-CON COMPANIES 431.38 496510 2127 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 431.38 437425 7/18/2019 100571 DIAMOND VOGEL PAINTS 834.30 ROAD PAINT 496058 802188772 1335.6532 PAINT PAVEMENT MARKINGS 834.30 437426 7/18/2019 145354 DIANE POWERS 17.25 LTS REIMBURSEMENT 495910 06252019.3 5510.6105 DUES & SUBSCRIPTIONS ARENA ADMINISTRATION 17.25 437427 7/18/2019 145544 DONLEY, LAUREN 40.00 REFUND TENNIS 496059 071019 1600.4390.02 TENNIS PROGRAM PARK ADMIN. GENERAL 40.00 437428 7/18/2019 145518 DYE, BRYAN 253.74 495911 00117812-033103 2001 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 253.74 437429 7/18/2019 145528 EAGLE EXTERIORS INC & SUITEHAUS LLC 35.38 495912 00124542-011151 3005 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 35.38 437430 7/18/2019 102259 EASY PICKER GOLF PRODUCTS 1,593.80 MASTER PLAN PROJECT - YARDAGE 496060 0133499-IN 5400.1705 CONSTR. IN PROGRESS GOLF BALANCE SHEET 1,593.80 437431 7/18/2019 122079 EDINA COMMUNITY EDUCATION SERVICES 751.00 VBALL CAMP GYM SPACE 495913 1819-2824 1626.6103 PROFESSIONAL SERVICES SPORTS CAMP 32.00 TENNIS COURT SPACE 495914 1819-3584 1623.6406 GENERAL SUPPLIES TENNIS INSTRUCTION 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 8Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437431 7/18/2019 122079 EDINA COMMUNITY EDUCATION SERVICES Continued... 783.00 437432 7/18/2019 103594 EDINALARM INC. 200.00 ALARM 496061 43402 5420.6250 ALARM SERVICE CLUB HOUSE 200.00 437433 7/18/2019 137586 EGAN, WENDY 43.20 GIFT SHOP JUNE 2019 495915 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 43.20 437434 7/18/2019 144255 ELLEL JEWELRY 18.00 GIFT SHOP JUNE 2019 495916 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 18.00 437435 7/18/2019 117483 ENGELE, LEE 200.00 CLP FMPERFORMANCE 08/08/19 496258 CLP PERFORMANCE 08/08/19 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 200.00 437436 7/18/2019 145534 ERICKSON, RUTH 46.80 GIFT SHOP JUNE 2019 496062 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 46.80 437437 7/18/2019 100146 FACTORY MOTOR PARTS COMPANY 336.00-CREDIT MEMO 496329 1-6013399 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 47.71 BATTERY 496330 1-Z18806 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 155.70-CREDIT MEMO 496328 69-354888 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 618.00 BRAKE ROTORS, PADS, BEARINGS 496063 69-355184 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 5.67 VALVE STEM 496511 69-355740 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 13.40 TUBE DAMPER 496512 69-355746 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 3.50 FILTER 496513 69-356030 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 196.58 437438 7/18/2019 106035 FASTENAL COMPANY 1.51 BOLTS 496064 MNTC2158537 1641.6530 REPAIR PARTS MOWING 1.51 437439 7/18/2019 145516 FEINBERG, KENNETH 250.00 495917 00100569-020035 4008 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 9Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437439 7/18/2019 145516 FEINBERG, KENNETH Continued... 250.00 437440 7/18/2019 145533 FIGUEROA, MEGHAN 45.00 KAYAK, FISH REFUND 496065 071019 1600.4390.70 YOUTH PROGRAMS PARK ADMIN. GENERAL 45.00 437441 7/18/2019 141099 FIRST STUDENT INC 180.00 TT FIELD TRIP 496287 111513 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER 180.00 TT FIELD TRIP 496288 111894 1624.6103 PROFESSIONAL SERVICES PLAYGROUND & THEATER 360.00 437442 7/18/2019 142024 FSSOLUTIONS 467.90 FSS-2ND Q TESTING 496514 FL00308915 1556.6175 PHYSICAL EXAMINATIONS EMPLOYEE SHARED SERVICES 467.90 437443 7/18/2019 138774 FUN JUMPS ENTERTAINMENT, INC. 1,630.00 FAM JAM INFLATABLES & GAMES 496515 Q211817 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER 1,630.00 437444 7/18/2019 102456 GALLS INC. 37.78 EQUIPMENT 496066 BC0878559 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 37.78 437445 7/18/2019 101931 GEAR FOR SPORTS 40.52 MERCHANDISE 495918 41657053 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 40.52 437446 7/18/2019 142466 GEAR WASH 2,202.94 PPE 2019 CLEANING AND REPAIR 495919 15315 1470.6552 PROTECTIVE CLOTHING FIRE DEPT. GENERAL 2,202.94 437447 7/18/2019 100773 GENERAL PARTS LLC 51.51 WATER LEVEL SENS 496259 1724756 1551.6530 REPAIR PARTS CITY HALL GENERAL 51.51 437448 7/18/2019 103185 GERTENS 391.50 FLOWERS 496260 50579/6 5765.6620 TREES, FLOWERS, SHRUBS PROMENADE EXPENSES 391.50 437449 7/18/2019 145513 GIANNAKAKIS, SAM 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 10Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437449 7/18/2019 145513 GIANNAKAKIS, SAM Continued... 149.85 495920 00122181-020154 0010 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 149.85 437450 7/18/2019 101351 GILBERT MECHANICAL CONTRACTORS INC 2,363.25 FINAL PAYMENT, MAUS LS 6 495921 54526 5923.6180 CONTRACTED REPAIRS COLLECTION SYSTEMS 2,363.25 437451 7/18/2019 141771 GLAD, DEREK 118.28 AMP REPAIR REINMBURSMENT 496304 06282019.2 5553.6180 CONTRACTED REPAIRS SPORTS DOME BLDG&GROUNDS 118.28 437452 7/18/2019 118941 GLOBALSTAR USA 47.01 R-91 PHONE 496261 100000001038611 2 1470.6188 TELEPHONE FIRE DEPT. GENERAL 47.01 437453 7/18/2019 139926 GORMAN, NICOLE 460.80 MILEAGE REIMBURSEMENT 496567 07162019 1600.6107 MILEAGE OR ALLOWANCE PARK ADMIN. GENERAL 460.80 437454 7/18/2019 101103 GRAINGER 16.11 PADDLES 496517 9228031937 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 95.60 HVAC BELTS 496332 9228105640 7412.6406 GENERAL SUPPLIES PSTF RANGE 27.46 WIRE BRUSHES 496518 9228687373 1553.6556 TOOLS EQUIPMENT OPERATION GEN 44.94 WIRE BRUSHES 496519 9228931961 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN 72.80 FUSES FOR PLC'S 496333 9230003155 5915.6530 REPAIR PARTS WATER TREATMENT 256.91 437455 7/18/2019 100783 GRAYBAR ELECTRIC CO. INC. 75.00 LIGHTING BOLTS AND TEMPLATES 495922 9310895355 5761.6530 REPAIR PARTS CENTENNIAL LAKES OPERATING 75.00 437456 7/18/2019 145535 GREEN, MICHELE 16.20 GIFT SHOP JUNE 2019 496067 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 16.20 437457 7/18/2019 145536 GREUTZMACHER, ADAM 24.00 GIFT SHOP JUNE 2019 496068 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 24.00 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 11Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437457 7/18/2019 145536 GREUTZMACHER, ADAM Continued... 437458 7/18/2019 145554 GROBEN, JENNIFER 134.00 MINI HAWKS REFUND 496568 071119 1600.4390.22 MINI HAWKS PARK ADMIN. GENERAL 134.00 437459 7/18/2019 138241 GROWLER MAGAZINE, THE 107.83 496579 2402-R 5822.6122 ADVERTISING OTHER 50TH ST SELLING 107.83 496579 2402-R 5842.6122 ADVERTISING OTHER YORK SELLING 107.84 496579 2402-R 5862.6122 ADVERTISING OTHER VERNON SELLING 323.50 437460 7/18/2019 104482 GUNNAR ELECTRIC CO. INC. 12,495.00 MN DNR GRANT WORK 496334 12738 7411.6710 EQUIPMENT REPLACEMENT PSTF OCCUPANCY 12,495.00 437461 7/18/2019 137730 HAACK, BRENDA 32.40 GIFT SHOP JUNE 2019 495923 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 32.40 437462 7/18/2019 129108 HAAG COMPANIES INC. 120.00 MULCH 496072 1-212111 5761.6540 FERTILIZER CENTENNIAL LAKES OPERATING 120.00 MULCH 496069 1-212991 5761.6540 FERTILIZER CENTENNIAL LAKES OPERATING 120.00 MULCH 496262 1-213409 5761.6540 FERTILIZER CENTENNIAL LAKES OPERATING 930.00 ARNESON SOIL 496073 2-228674 1643.6543 SOD & BLACK DIRT Greenhouse and horticulture 58.80 SOIL AND SOD 496075 2-228817 1643.6543 SOD & BLACK DIRT Greenhouse and horticulture 130.80 SOD&BLACK DIRT WMB 496335 2-228834 5913.6543 SOD & BLACK DIRT DISTRIBUTION 152.00 MULCH 496070 2-229118 5765.6540 FERTILIZER PROMENADE EXPENSES 60.00 BLACK DIRT 496336 2-231604 5913.6543 SOD & BLACK DIRT DISTRIBUTION 930.00 ARNESON SOIL 496074 2-29659 1643.6543 SOD & BLACK DIRT Greenhouse and horticulture 152.00 MULCH 496071 4-361819 5765.6540 FERTILIZER PROMENADE EXPENSES 2,773.60 437463 7/18/2019 102060 HALLOCK COMPANY INC 32.67 FUSES FOR REDLION FOR WTP 4 496337 211954-1 5911.6530 REPAIR PARTS WELL PUMPS 32.67 437464 7/18/2019 145514 HANKES, MATTHEW 156.05 495924 00093867-030461 5003 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 156.05 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 12Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437464 7/18/2019 145514 HANKES, MATTHEW Continued... 437465 7/18/2019 122093 HEALTH PARTNERS 390.00 JUNE EAP INVOICE 496520 W816126 1556.6103 PROFESSIONAL SERVICES EMPLOYEE SHARED SERVICES 390.00 437466 7/18/2019 145523 HEMMERLING, MICHAEL 49.35 495925 00120288-011112 3007 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 49.35 437467 7/18/2019 102460 HENNEPIN COUNTY TREASURER 1,847.05 FIRE DEPT RADIO FEES 496338 1000132654 1470.6151 EQUIPMENT RENTAL FIRE DEPT. GENERAL 1,847.05 437468 7/18/2019 102460 HENNEPIN COUNTY TREASURER 684.00 JUNE BOOKING 496339 1000132894 1195.6170 COURT CHARGES LEGAL SERVICES 684.00 437469 7/18/2019 102460 HENNEPIN COUNTY TREASURER 174.00 COURT ACCESS FEE 496340 1000132799 1400.6160 DATA PROCESSING POLICE DEPT. GENERAL 174.00 437470 7/18/2019 102460 HENNEPIN COUNTY TREASURER 2,737.98 MAY RADIO FEES 496341 1000132655 1400.6230 SERVICE CONTRACTS EQUIPMENT POLICE DEPT. GENERAL 2,737.98 437471 7/18/2019 102460 HENNEPIN COUNTY TREASURER 1,368.99 JUNE PWORKS RADIO FEES 496521 1000132707 1553.6237 RADIO SERVICE EQUIPMENT OPERATION GEN 1,368.99 437472 7/18/2019 131578 HEYMER, KATHRYN 331.10 REIMBURSEMENT FOR PURCHASE 495926 070919 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 26.82 REIMBURSEMENT FOR PURCHASE 495927 070919.2 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 357.92 437473 7/18/2019 145526 HILDRED, MARK 195.29 495928 00084758-029060 7004 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 195.29 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 13Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437474 7/18/2019 102483 HILTI INC.Continued... 261.59 DISPENSER, CARTRIDGE HOLDER 496522 4614074383 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 261.59 437475 7/18/2019 101271 HINDING, CHRIS 150.00 CLP PERFORMANCE 08/05/19 496263 CLP PERFORMANCE 08/05/19 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 150.00 437476 7/18/2019 101271 HINDING, CHRIS 250.00 CLP PERFORMANCE 08/06/19 496264 CLP PERFORMANCE 08/06/19 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 250.00 437477 7/18/2019 104375 HOHENSTEINS INC. 1,378.00 496414 149619 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 30.00 496413 149620 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,408.00 437478 7/18/2019 100417 HORIZON COMMERCIAL POOL SUPPLY 204.48 J HOOKS FOR NEMATO FILTER 496076 190604007 5311.6406 GENERAL SUPPLIES POOL OPERATION 3,982.50 CHLORINE TABS, ACID 496078 190626176 5311.6545 CHEMICALS POOL OPERATION 891.91 ACCUTAB VALVE & MOTOR REPLACE 496077 SV190528063 5311.6180 CONTRACTED REPAIRS POOL OPERATION 5,078.89 437479 7/18/2019 124698 HOYE, PAMELA 53.97 GIFT SHOP JUNE 2019 495929 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 53.97 437480 7/18/2019 142744 HP INC. 1,255.44 ANNA DHENNIN'S LAPTOP 495930 9009154662 1554.6710 EQUIPMENT REPLACEMENT CENT SERV GEN - MIS 1,653.32 TONY MARTIN REPL COMP 495930 9009154662 2310.6406 GENERAL SUPPLIES E911 375.00 MONITORS FOR ENG 496342 9009174556 1554.6710 EQUIPMENT REPLACEMENT CENT SERV GEN - MIS 1,335.00 MONITORS FOR ENG 496342 9009174556 1260.6406 GENERAL SUPPLIES ENGINEERING GENERAL 4,618.76 437481 7/18/2019 145537 HUNT, JILL 52.50 GIFT SHOP JUNE 2019 496079 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 52.50 437482 7/18/2019 131544 INDEED BREWING COMPANY 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 14Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437482 7/18/2019 131544 INDEED BREWING COMPANY Continued... 417.65 496024 79598 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 975.45 496415 79600 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,393.10 437483 7/18/2019 140123 JACOBS, TRAVIS 93.22 HISTORY COMMITTEE 495986 070919 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL 93.22 437484 7/18/2019 100829 JERRY'S HARDWARE 123.43 FASTENERS, BLADES, BELTS 496080 6/19-EQUIP OPERATIONS 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 1,913.23 HARDWARE AND LEAF BLOWERS 495931 6/19-PARKS MAINTENANCE 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 39.18 GENERAL SUPPLIES 496081 6/19-STREETS 1301.6556 TOOLS GENERAL MAINTENANCE 53.15 GENERAL SUPPLIES 496081 6/19-STREETS 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 617.62 GENERAL SUPPLIES 496081 6/19-STREETS 4090.6406 GENERAL SUPPLIES 50TH&FRANCE MAINTENANCE 4.23 SUPPLIES 496266 6/19-UTILITIES 5921.6406 GENERAL SUPPLIES SANITARY LIFT STATION MAINT 29.81 TOOLS 496266 6/19-UTILITIES 5921.6556 TOOLS SANITARY LIFT STATION MAINT 43.84 SUPPLIES 496266 6/19-UTILITIES 5911.6406 GENERAL SUPPLIES WELL PUMPS 110.30 PARTS 496266 6/19-UTILITIES 5914.6530 REPAIR PARTS TANKS TOWERS & RESERVOIR 111.11 SUPPLIES 496266 6/19-UTILITIES 5913.6406 GENERAL SUPPLIES DISTRIBUTION 3,045.90 437485 7/18/2019 100741 JJ TAYLOR DIST. OF MINN 1,101.10 496025 2998010 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 21.50 496026 2998011 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,731.30 496416 2998012 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 102.20 496417 2998013 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,764.50 496418 2998014 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 6,720.60 437486 7/18/2019 100835 JOHNSON BROTHERS LIQUOR CO. 22.61 496481 1326581 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,836.79 496481 1326581 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.33 496421 1333218 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 477.00 496421 1333218 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.19 496420 1333219 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 148.50 496420 1333219 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 23.80 496422 1333220 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 1,804.63 496422 1333220 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 15Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437486 7/18/2019 100835 JOHNSON BROTHERS LIQUOR CO.Continued... 2.38 496423 1333221 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 212.13 496423 1333221 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 16.66 496480 1333222 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 1,247.25 496480 1333222 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 11.29 496419 1333223 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 1,798.54 496419 1333223 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 4.76 496473 1333224 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 846.00 496473 1333224 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 33.33 496431 1333225 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,830.73 496431 1333225 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.19 496430 1333226 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 37.00 496430 1333226 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 15.47 496429 1333227 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1,452.49 496429 1333227 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 46.42 496428 1333228 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 2,840.53 496428 1333228 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.38 496427 1333229 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 202.00 496427 1333229 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 59.51 496426 1333230 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 3,143.61 496426 1333230 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 9.52 496424 1333231 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 884.18 496424 1333231 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2.38 496425 1333232 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 72.00 496425 1333232 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 13.68 496474 1333233 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 2,479.34 496474 1333233 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 36.88 496433 1333237 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 1,917.18 496433 1333237 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 29.75 496432 1333238 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 1,540.00 496432 1333238 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 45.81 496479 1333239 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 2,388.24 496479 1333239 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 13.09 496478 1333240 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 1,220.00 496478 1333240 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 44.02 496477 1333241 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 1,600.39 496477 1333241 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.19 496476 1333242 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 64.00 496476 1333242 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 13.48 496475 1333243 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 16Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437486 7/18/2019 100835 JOHNSON BROTHERS LIQUOR CO.Continued... 1,728.47 496475 1333243 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 32,230.12 437487 7/18/2019 141864 JOSEPH E JOHNSON & SONS CONSTRUCTION 1,120.00 NETTING REPAIR 496083 1057 1642.6180 CONTRACTED REPAIRS FIELD MAINTENANCE 1,120.00 437488 7/18/2019 145396 JUNKYARD BREWING COMPANY, LLC 501.00 496575 602 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 501.00 437489 7/18/2019 144535 KAMER, RACHEL 39.25 LTS REIMBURSMENT 495932 06252019.2 5510.6105 DUES & SUBSCRIPTIONS ARENA ADMINISTRATION 39.25 437490 7/18/2019 102824 KAY PARK-REC CORP. 394.00 SHAFT FLANGES AND PEDDLES 495934 061917MN 5761.6530 REPAIR PARTS CENTENNIAL LAKES OPERATING 5,485.52 2 NEW PADDLEBOATS 495933 186091 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING 5,879.52 437491 7/18/2019 145538 KNUDSEN, ED 14.40 GIFT SHOP JUNE 2019 496084 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 14.40 437492 7/18/2019 145508 KRUEGER, DAVID 33.53 495935 00101655-033081 6005 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 33.53 437493 7/18/2019 145515 KRUSELL, SALLY 240.49 495936 00089170-034195 8000 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 240.49 437494 7/18/2019 130042 KULLY SUPPLY INC. 159.88 PLUMBING PARTS 496085 492241 1646.6530 REPAIR PARTS BUILDING MAINTENANCE 189.80 PLUMBING PARTS 496086 492565 1646.6530 REPAIR PARTS BUILDING MAINTENANCE 349.68 437495 7/18/2019 116776 KUSTOM KARRIERS 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 17Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437495 7/18/2019 116776 KUSTOM KARRIERS Continued... 83.00 MOVE VEHICLE, TABLES 496524 07012019 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 150.00 TOWING 496524 07012019 1646.6180 CONTRACTED REPAIRS BUILDING MAINTENANCE 233.00 437496 7/18/2019 138280 LAURSEN PIANO SERVICE 101.00 BABY GRAND PIANO TUNING 496087 06182019 1628.6103 PROFESSIONAL SERVICES SENIOR CITIZENS 101.00 437497 7/18/2019 100852 LAWSON PRODUCTS INC. 26.74 SCREWS 496526 9306856399 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 136.98 NYLON TIE STRAPS 496525 9306863541 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 163.72 437498 7/18/2019 130046 LIFE INSURANCE COMPANY OF NORTH AMERICA 1,752.30 JUNE CI AND ACC INVOICE 496528 A1960627-6/19 9900.2033.28 ACCIDENT AND CRITICAL INS PAYROLL CLEARING 1,752.30 JULY CI-ACC INVOICE 496527 AM960627-7/19 9900.2033.28 ACCIDENT AND CRITICAL INS PAYROLL CLEARING 3,504.60 437499 7/18/2019 144426 LIFE LINE BILLING SYSTEMS, LLC 5,901.33 496292 48232 1470.6103 PROFESSIONAL SERVICES FIRE DEPT. GENERAL 1,829.13 496293 48233 1470.6103 PROFESSIONAL SERVICES FIRE DEPT. GENERAL 7,730.46 437500 7/18/2019 145525 LUKER, MICHAEL 101.13 495937 00118260-020331 4001 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 101.13 437501 7/18/2019 141916 LUPULIN BREWING 195.00 496434 22293 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 195.00 437502 7/18/2019 134063 MANSFIELD OIL COMPANY 8,377.28 FUEL 495939 501767 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 4,209.50 FUEL 495938 504753 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 12,586.78 437503 7/18/2019 122554 MATHESON TRI-GAS INC. 28.47 MN-TF1 OXYGEN RENTAL 496305 19959337 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL 28.47 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 18Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437503 7/18/2019 122554 MATHESON TRI-GAS INC.Continued... 437504 7/18/2019 137819 MCCONNACH, COREY 46.40 JUNE MILEAGE 495940 02282019.1 5510.6107 MILEAGE OR ALLOWANCE ARENA ADMINISTRATION 46.40 437505 7/18/2019 145522 MCKENZIE, CRAIG 34.75 495941 00118772-020133 0005 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 34.75 437506 7/18/2019 145506 MEEKER, JOHNNY 27.04 495942 121443-03056570 09 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 27.04 437507 7/18/2019 100885 METRO SALES INC 4,722.00 MFP REPLACEMENT - SENIOR CTR 496345 INV1376929 421554.6710 EQUIPMENT REPLACEMENT IT CENTRAL SERVICES EQUIPMENT 5,280.55 NEW COPIER 496091 INV1376936 5410.6575 PRINTING GOLF ADMINISTRATION 10,002.55 437508 7/18/2019 102729 METROPOLITAN FORD OF EDEN PRAIRIE 91.91 MOTOR ASY 496529 514737 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 50.87 LEVER, PLUNGER, TUBE 496530 514761 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 31.74 LEVER 496531 514778 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 51.15 ACCUMULATOR, RESTRICCTOR 496532 514823 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 61.03-CREDIT MEMO 496347 CM514704 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 30.00-CREDIT MEMO 496346 CM514737 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 134.64 437509 7/18/2019 138058 MILLER, JAKE 128.64 MILEAGE REIMBURSEMENT 495987 070919 1554.6107 MILEAGE OR ALLOWANCE CENT SERV GEN - MIS 128.64 437510 7/18/2019 144836 MINNEAPOLIS COMMERCIAL MOWER, INC. 2,720.49 BATTERY TOOLS 496092 SALE 1641.6556 TOOLS MOWING 2,720.49 437511 7/18/2019 102014 MINNESOTA CLAY USA 763.40 496093 109613 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 763.40 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 19Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437511 7/18/2019 102014 MINNESOTA CLAY USA Continued... 437512 7/18/2019 101638 MINNESOTA DEPARTMENT OF HEALTH 100.00 AIR QUALITY 496094 00000552746 5511.6103 PROFESSIONAL SERVICES ARENA BLDG/GROUNDS 100.00 437513 7/18/2019 101638 MINNESOTA DEPARTMENT OF HEALTH 40.00 2019 MNDH HOSPITALITY FEE 496295 800032 5760.6105 DUES & SUBSCRIPTIONS CENTENNIAL LAKES ADMIN EXPENSE 40.00 437514 7/18/2019 102233 MINNESOTA PRIMA 275.00 LMC NEW CLERKS' CONFERENCE 496302 295690 1185.6104 CONFERENCES & SCHOOLS LICENSING, PERMITS & RECORDS 275.00 437515 7/18/2019 123909 MINNESOTA SODDING CO LLC 4,122.02 LEWIS FIELD RENOVATION 495943 9240 1642.6103 PROFESSIONAL SERVICES FIELD MAINTENANCE 772.38 PAMELA IMPACT TESTING 495944 EST1194386 1642.6103 PROFESSIONAL SERVICES FIELD MAINTENANCE 4,894.40 437516 7/18/2019 101996 MINNESOTA TROPHIES & GIFTS 16.25 495945 27414 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 16.25 437517 7/18/2019 122036 M-K GRAPHICS 549.58 496296 6662 1160.6406 GENERAL SUPPLIES FINANCE 549.58 437518 7/18/2019 100899 MN DEPT OF LABOR & INDUSTRY 2,466.29 DOLI 1ST HALF ASSESS INVOICE 496095 00000551539 6002.6200 INSURANCE RISK MGMT EMP SHARED SERVICE 2,466.29 437519 7/18/2019 100899 MN DEPT OF LABOR & INDUSTRY 10.00 PRESSURE VESSEL FEE 496096 ABR02141601 5915.6260 LICENSES & PERMITS WATER TREATMENT 10.00 437520 7/18/2019 122793 MODERN MARKETING INC. 432.14 495946 MM1133549 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 1,195.47 495947 MMI133555 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 1,627.61 437521 7/18/2019 140955 MODIST BREWING LLC 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 20Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437521 7/18/2019 140955 MODIST BREWING LLC Continued... 245.25 496554 E-6494 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 245.25 437522 7/18/2019 100916 MOOD MEDIA 306.75 MUSIC SERVICE 495948 54729684 5760.6105 DUES & SUBSCRIPTIONS CENTENNIAL LAKES ADMIN EXPENSE 140.00 496569 54746579 5822.6122 ADVERTISING OTHER 50TH ST SELLING 140.00 496569 54746579 5842.6122 ADVERTISING OTHER YORK SELLING 140.00 496569 54746579 5862.6122 ADVERTISING OTHER VERNON SELLING 726.75 437523 7/18/2019 145539 MORSE, LINDA 18.00 GIFT SHOP JUNE 2019 496097 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 18.00 437524 7/18/2019 101696 MSP COMMUNICATIONS 2,800.00 MN GOLFER MAGAZINE 495949 2019-90577 5410.6122 ADVERTISING OTHER GOLF ADMINISTRATION 2,800.00 437525 7/18/2019 124121 MULLANEY, MARLA 2.97 GIFT SHOP JUNE 2019 495950 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 2.97 437526 7/18/2019 142746 MULLER, MATT 200.00 CLP PERFORMANCE 8/1/2019 496268 8/1/2019 CLP PERFORMANCE 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 200.00 437527 7/18/2019 100920 NAPA AUTO PARTS 33.37 BACK UP ALARM 496349 2122-491303 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 179.96 BACK UP ALARMS 496350 2122-491311 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 213.33 437528 7/18/2019 100076 NEW FRANCE WINE CO. 12.00 496027 145525 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 636.00 496027 145525 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.00 496435 145526 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 412.00 496435 145526 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 4.00 496436 145528 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 232.00 496436 145528 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,304.00 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 21Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437528 7/18/2019 100076 NEW FRANCE WINE CO.Continued... 437529 7/18/2019 122449 NEW LIFE ENTERPRISES INC. 24.00 LETTERHEAD 496351 13426 7410.6406 GENERAL SUPPLIES PSTF ADMINISTRATION 24.00 437530 7/18/2019 145505 NISSEN, GEORGE 22.72 495951 00083432-020277 7076 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 22.72 437531 7/18/2019 142880 NORDIC SOLAR HOLDCO, LLC 8,130.41 496297 INV-NSH000562 5911.6185 LIGHT & POWER WELL PUMPS 8,130.41 437532 7/18/2019 128356 NORGREN, JULIE 223.75 PETTY CASH 496580 07-15-2019 1400.6103 PROFESSIONAL SERVICES POLICE DEPT. GENERAL 223.75 437533 7/18/2019 142885 OLIPHANT BREWING 80.00 496437 3176 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 80.00 437534 7/18/2019 141965 OMNI BREWING COMPANY LLC 225.00 496438 E-4998 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 225.00 437535 7/18/2019 136189 P&W GOLF SUPPLY LLC 475.31 GOLF BALLS 496099 #INV47471 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING 475.31 437536 7/18/2019 100347 PAUSTIS WINE COMPANY 26.25 496441 56647 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 2,738.00 496441 56647 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 21.25 496028 56652 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 2,023.00 496028 56652 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 31.25 496440 56660 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 2,813.20 496440 56660 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 87.00 496439 56661 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 7,739.95 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 22Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437537 7/18/2019 100945 PEPSI-COLA COMPANY Continued... 275.70 496443 08819653 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,107.93 SODA & WATER 495952 24826655 5761.5510 COST OF GOODS SOLD CENTENNIAL LAKES OPERATING 726.50 CONCESSIONS FOOD 496100 87529754 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 375.10 496442 94398956 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,485.23 437538 7/18/2019 116626 PETERSON, HARRIETTE 4.50 GIFT SHOP JUNE 2019 495953 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 4.50 437539 7/18/2019 100743 PHILLIPS WINE & SPIRITS 1.19 496444 2584936 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 20.23 496447 2584937 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 1,609.75 496447 2584937 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 11.90 496446 2584938 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 1,284.06 496446 2584938 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 85.40 496445 2584939 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 64.27 496450 2584940 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 3,313.80 496450 2584940 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 34.72 496448 2584941 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 2,340.61 496448 2584941 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 6.55 496449 2584942 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 399.00 496449 2584942 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 9,171.48 437540 7/18/2019 100119 PING 795.49 RENTAL SETS 495954 14807832 5401.4571 RENTAL CLUBS & PULL CARTS GOLF REVENUES 127.51 MERCHANDISE 496303 14810053 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 923.00 437541 7/18/2019 102423 PLAISTED COMPANIES INC 681.75 SOIL 495955 24916 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 681.75 SOIL 495955 24916 1647.6517 SAND GRAVEL & ROCK PATHS & HARD SURFACE 710.63 SAND 495955 24916 1642.6517 SAND GRAVEL & ROCK FIELD MAINTENANCE 2,074.13 437542 7/18/2019 100957 PLANT & FLANGED EQUIPMENT 162.20 CHECK VALVE STORM 9 496269 0074482-IN 5934.6530 REPAIR PARTS STORM LIFT STATION MAINT 58.25 UNI- FLANGE STORMLS9 496353 0074491-IN 5934.6530 REPAIR PARTS STORM LIFT STATION MAINT 220.45 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 23Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437542 7/18/2019 100957 PLANT & FLANGED EQUIPMENT Continued... 437543 7/18/2019 129706 PREMIUM WATERS INC. 247.26 WATER 496101 609425-0619 5310.6406 GENERAL SUPPLIES POOL ADMINISTRATION 247.26 437544 7/18/2019 145524 PRINN, M 72.88 495956 00112945-012088 5006 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 72.88 437545 7/18/2019 129727 PRIOR LAKE WINDJAMMERS 150.00 CLP PERFORMANCE 8/4/2019 496270 CLP PERFORMANCE 8/4/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 150.00 437546 7/18/2019 143618 PRYES BREWING COMPANY 265.00 496451 I-6559 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 265.00 437547 7/18/2019 144575 RED RIVER KITCHEN/LANCER CATERING 383.86 CITYWIDE OPENING OF COURTYARD 496103 INTERNAL EVENT 5410.6122 ADVERTISING OTHER GOLF ADMINISTRATION 383.86 437548 7/18/2019 140849 RED ROCK SWING BAND 150.00 CLP PERFORMANCE 7/31/2019 496271 CLP PERFORMANCE 7/31/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 150.00 437549 7/18/2019 133627 REPUBLIC SERVICES #894 40,461.48 496298 0894-004948242 5952.6183 RECYCLING CHARGES RECYCLING 40,461.48 437550 7/18/2019 139188 REVOLUTIONARY SPORTS LLC 1,942.50 REVSPORTS SPRING/SUMMER 495957 1917 1626.6103 PROFESSIONAL SERVICES SPORTS CAMP 2,271.50 REVSPORTS SPRING/SUMMER 495958 1918 1626.6103 PROFESSIONAL SERVICES SPORTS CAMP 3,773.00 REVSPORTS SPRING/SUMMER 495959 1919 1626.6103 PROFESSIONAL SERVICES SPORTS CAMP 7,987.00 437551 7/18/2019 102408 RIGID HITCH INCORPORATED 189.97 BALL HITCH 496534 1928161967 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 24Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437551 7/18/2019 102408 RIGID HITCH INCORPORATED Continued... 189.97 437552 7/18/2019 124119 RJM DISTRIBUTING INC. 114.90 496029 IND19374 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 114.90 437553 7/18/2019 100980 ROBERT B. HILL CO. 334.29 WATER SOFTENER SALT 496104 370567 5420.6406 GENERAL SUPPLIES CLUB HOUSE 334.29 437554 7/18/2019 142340 RSP ARCHITECTS, LTD 4,500.00 PARK SIGNAGE 495960 202879 1600.6103 PROFESSIONAL SERVICES PARK ADMIN. GENERAL 4,500.00 437555 7/18/2019 139439 RUE 38 LLC 7.50 496452 6002 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 440.00 496452 6002 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 447.50 437556 7/18/2019 145557 SABBY, TINA 175.00 REFUND RENTAL FEE 496570 817500 5751.4555 CENTENNIAL LAKES PARK CENTENNIAL LAKES REVENUE 175.00 437557 7/18/2019 100988 SAFETY KLEEN 183.45 BRAKE CLEANER 496356 80194561 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 170.00 USED OIL AND FILTERS 496535 80425625 1553.6584 LUBRICANTS EQUIPMENT OPERATION GEN 124.21 PARTS WASHER CLEAN OUT 496355 R002622353 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 477.66 437558 7/18/2019 117099 SAFETY SIGNS 347.90 3205 60TH ST SL REPAIR 496272 19006173 5913.6180 CONTRACTED REPAIRS DISTRIBUTION 347.90 437559 7/18/2019 144553 SALTCO MSP LLC 70.00 SALT TANK RENT 496536 22848 5511.6103 PROFESSIONAL SERVICES ARENA BLDG/GROUNDS 70.00 437560 7/18/2019 145550 SAWYER'S DREAM 150.00 CLP PERFORAMNCE 08/07/19 496273 CLP PERFORMANCE 08/07/19 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 25Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437560 7/18/2019 145550 SAWYER'S DREAM Continued... 150.00 437561 7/18/2019 104151 SCHINDLER ELEVATOR CORP. 533.72 RAMP ELEVATOR 496537 7152885498 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 533.72 437562 7/18/2019 143386 SCHMIEG, JAREN 44.25 A CDL - JS 496571 07122019 1280.6105 DUES & SUBSCRIPTIONS SUPERVISION & OVERHEAD 44.25 437563 7/18/2019 145444 SCHNELL, KELLY 39.25 LTS REIMBURSMENT 495961 07012019.1 5510.6105 DUES & SUBSCRIPTIONS ARENA ADMINISTRATION 39.25 437564 7/18/2019 145519 SCHROEDER, DON 276.23 495962 00116491-033098 0005 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 276.23 437565 7/18/2019 145555 SCHULTES, KRISTIN 64.00 REFUND 496572 071119 1600.4390.22 MINI HAWKS PARK ADMIN. GENERAL 70.00 REFUND 496572 071119 1600.4390.67 ENVIRONMENTAL EDUCATION PARK ADMIN. GENERAL 134.00 437566 7/18/2019 100995 SEH 1,984.11 496274 369938 05584.1705.20 CONSULTING DESIGN TH 62 Crossing Watermain Rehab 94,500.00 2019 WM PCA 496357 369942 5924.6103 PROFESSIONAL SERVICES ENGINEER SERVICES - WATER 96,484.11 437567 7/18/2019 145532 SHERIDAN, ANNE 10.00 ART IN THE PARK REFUND 496105 070919 1600.4390.70 YOUTH PROGRAMS PARK ADMIN. GENERAL 10.00 437568 7/18/2019 145540 SHOOT, SARAH 64.80 GIFT SHOP 2019 JUNE 496106 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 64.80 437569 7/18/2019 101556 SHRED-IT USA 84.64 SHREDDING 496275 8127584034 1470.6103 PROFESSIONAL SERVICES FIRE DEPT. GENERAL 84.64 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 26Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437569 7/18/2019 101556 SHRED-IT USA Continued... 437570 7/18/2019 120784 SIGN PRO 131.56 CITUY HALL SIGN ON DOOR 496358 14265 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 56.00 496545 14283 5822.6122 ADVERTISING OTHER 50TH ST SELLING 56.00 496545 14283 5842.6122 ADVERTISING OTHER YORK SELLING 56.00 496545 14283 5862.6122 ADVERTISING OTHER VERNON SELLING 299.56 437571 7/18/2019 145527 SILVER POINTE LLC 14.42 495963 00124574-016332 0009 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 14.42 437572 7/18/2019 140828 SISK, MINDY 91.20 GIFT SHOP JUNE 2019 495964 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 91.20 437573 7/18/2019 137482 SITEONE LANDSCAPE SUPPLY LLC 45.54 IRRIGATION PARTS 495965 92728316-001 1642.6406 GENERAL SUPPLIES FIELD MAINTENANCE 64.77 IRRIGATION PARTS 495967 92733924-001 1642.6406 GENERAL SUPPLIES FIELD MAINTENANCE 59.15 IRRIGATION PARTS 495966 92761485-001 1642.6406 GENERAL SUPPLIES FIELD MAINTENANCE 97.35 WEED SPRAY 496107 92848241-001 1641.6406 GENERAL SUPPLIES MOWING 7.09 IRRIGATION PARTS 496108 92876020-001 1642.6406 GENERAL SUPPLIES FIELD MAINTENANCE 273.90 437574 7/18/2019 127878 SOUTHERN WINE AND SPIRITS 2.48 496576 1836018 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 510.61 496576 1836018 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 8.16 496577 183890 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1,687.65 496577 183890 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 13.86 496032 1840780 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 2,205.09 496032 1840780 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 12.40 496033 1840781 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 1,886.00 496033 1840781 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET .88 496031 1840782 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 152.63 496031 1840782 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.60 496030 1840783 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 72.00 496030 1840783 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 36.80 496455 1840784 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 3,198.00 496455 1840784 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 27Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437574 7/18/2019 127878 SOUTHERN WINE AND SPIRITS Continued... 1.60 496463 1840785 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 424.00 496463 1840785 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 18.13 496454 1840786 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 2,633.81 496454 1840786 5800.1352 LIQUOR INVENTORY LIQUOR 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1840796 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 4,310.00 496559 1840796 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.40 496560 1840798 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 72.00 496560 1840798 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 9.60 496485 5043303 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1,403.40 496485 5043303 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 19.20 496035 5043941 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 2,856.00 496035 5043941 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET .93 496034 5043942 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 19.20 496462 5043947 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 2,856.00 496462 5043947 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.87 496461 5043949 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING .80 496460 5043950 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 33.60 496561 5043955 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 3,808.00 496561 5043955 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.20 496459 5044628 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 33,209.34 437575 7/18/2019 110977 SOW, ADAMA 97.20 GIFT SHOP JUNE 2019 495968 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 97.20 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 28Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437576 7/18/2019 104408 SPEEDWAY - SUPER AMERICA Continued... 65.00 496359 057501061900 1553.6238 CAR WASH EQUIPMENT OPERATION GEN 65.00 437577 7/18/2019 133068 STEEL TOE BREWING LLC 126.00 496465 28644 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 126.00 496464 28645 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 252.00 437578 7/18/2019 142442 STORCK, SUSAN 42.00 GIFT SHOP JUNE 2019 495969 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 42.00 437579 7/18/2019 102639 STROHMYER, TOM 250.00 CLP PERFORMANCE 8/1/2019 496276 CLP PERFORMANCE 8/1/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 250.00 437580 7/18/2019 145541 STROM, LAUREN 48.00 GIFT SHOP JUNE 2019 496109 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 48.00 437581 7/18/2019 143566 STUDIO WOODS GRAPHIC DESIGN 150.00 496111 00011334 5822.6122 ADVERTISING OTHER 50TH ST SELLING 150.00 496111 00011334 5842.6122 ADVERTISING OTHER YORK SELLING 150.00 496111 00011334 5862.6122 ADVERTISING OTHER VERNON SELLING 50.00 496110 00011335 5822.6122 ADVERTISING OTHER 50TH ST SELLING 50.00 496110 00011335 5842.6122 ADVERTISING OTHER YORK SELLING 50.00 496110 00011335 5862.6122 ADVERTISING OTHER VERNON SELLING 600.00 437582 7/18/2019 105874 SUBURBAN TIRE WHOLESALE INC. 211.34 TIRES 496538 10162629 1553.6583 TIRES & TUBES EQUIPMENT OPERATION GEN 165.60 TIRES 496539 10162671 1553.6583 TIRES & TUBES EQUIPMENT OPERATION GEN 376.94 437583 7/18/2019 140148 SUMMIT COMPANIES 730.00 SPRINK ANNUAL 496277 1393142 1552.6103 PROFESSIONAL SERVICES CENT SVC PW BUILDING 730.00 437584 7/18/2019 135803 SUN LIFE FINANCIAL 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 29Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437584 7/18/2019 135803 SUN LIFE FINANCIAL Continued... 6,590.30 JULY SUNLIFE INVOICE 496540 237716-001-7/19 9900.2033.05 LIFE INSURANCE - 99 PAYROLL CLEARING 233.80 JULY SUNLIFE INVOICE-NONACTIVE 496541 237716-901-7/19 6002.6043 COBRA INSURANCE RISK MGMT EMP SHARED SERVICE 6,824.10 437585 7/18/2019 122511 SWANK MOTION PICTURES INC. 615.00 MOVIE IN THE PARK 495970 2702657 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 615.00 437586 7/18/2019 119864 SYSCO MINNESOTA 782.52 CONCESSION PRODUCT 495972 247536373 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 836.24 CONCESSION PRODUCT 495974 247539228 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 532.98 CONCESSION PRODUCT 495971 247540128 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 861.86 CONCESION PRODUCT 495973 247541343 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 513.09 CONCESSIONS FOOD 496112 247 544651 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 744.21 CONCESSION PRODUCT 496113 247544657 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 4,270.90 437587 7/18/2019 118133 TCIC INC. 900.00 CITECT TROUBLESHOOTING 496114 94002 5915.6103 PROFESSIONAL SERVICES WATER TREATMENT 900.00 437588 7/18/2019 122768 TEE TIMES PRESS 225.00 TEE TIMES MAGAZINE JUNIOR AD 496115 26483 5410.6122 ADVERTISING OTHER GOLF ADMINISTRATION 225.00 TEE TIMES MAGAZINE JUNIOR AD 496116 26693 5410.6122 ADVERTISING OTHER GOLF ADMINISTRATION 450.00 437589 7/18/2019 137041 TEEGARDEN, KATHY 27.00 GIFT SHOP JUNE 2019 495975 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 27.00 437590 7/18/2019 138732 TRADITION WINE & SPIRITS LLC 5.00 496466 19450 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 160.00 496466 19450 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 165.00 437591 7/18/2019 104064 TRANS UNION LLC 16.02 BACKGROUNDS 496361 06911240 1400.6160 DATA PROCESSING POLICE DEPT. GENERAL 16.02 437592 7/18/2019 136022 TRI-K SPORTS 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 30Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437592 7/18/2019 136022 TRI-K SPORTS Continued... 687.86 SHOCKS, CAM, BELTS 496542 15103 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 687.86 437593 7/18/2019 145168 TSBL DISTRIBUTING 800.00 SMOOTHIE PRODUCT 495976 232675 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 480.00 SMOOTHIE PRODUCT 495977 233434 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 1,280.00 437594 7/18/2019 141269 TSYS|CAYAN 69.90 496584 1077603 5820.6160 DATA PROCESSING 50TH STREET GENERAL 747.10 496583 1080372 5840.6160 DATA PROCESSING LIQUOR YORK GENERAL 677.35 496573 1085801 5860.6160 DATA PROCESSING VERNON LIQUOR GENERAL 1,494.35 437595 7/18/2019 101046 TWIN CITY FILTER SERVICE INC. 257.00 AIR FILTERS 496117 00661006-IN 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 257.00 437596 7/18/2019 102150 TWIN CITY SEED CO. 432.00 SEED 496118 45017 1642.6547 SEED FIELD MAINTENANCE 432.00 437597 7/18/2019 140009 U.S. KIDS GOLF 145.08 MERCHANDISE 495978 IN1345184 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 1,167.15 MERCHANDISE 495979 IN1345363 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 1,312.23 437598 7/18/2019 101058 VAN PAPER CO. 553.47 CAN LINERS 495980 505808-01 1645.6406 GENERAL SUPPLIES LITTER REMOVAL 542.36 496585 507308-00 5862.6406 GENERAL SUPPLIES VERNON SELLING 143.75 496586 507309-00 5861.6406 GENERAL SUPPLIES VERNON OCCUPANCY 586.06 496587 507310-00 5842.6406 GENERAL SUPPLIES YORK SELLING 241.16 496588 507311-00 5842.6406 GENERAL SUPPLIES YORK SELLING 2,066.80 437599 7/18/2019 103872 VERSA-LOK 44.95 BLOCK 495981 7-0011579 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 44.95 437600 7/18/2019 145542 VITKO, RACHEL 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 31Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437600 7/18/2019 145542 VITKO, RACHEL Continued... 163.20 GIFT SHOP JUNE 2019 496119 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 163.20 437601 7/18/2019 104820 VOELKER, JAMES 32.00 MILEAGE, MEALS 496543 07092019 1553.6107 MILEAGE OR ALLOWANCE EQUIPMENT OPERATION GEN 68.77 MEAL ALLOWANCE 496543 07092019 1553.6107 MILEAGE OR ALLOWANCE EQUIPMENT OPERATION GEN 100.77 437602 7/18/2019 145510 VOREIS, AARON 75.00 495982 00125322-030579 4003 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 75.00 437603 7/18/2019 132751 WARNING LITES OF MN 795.00 FOURTH OF JULY FIREWORKS 496300 211027 1627.6103 PROFESSIONAL SERVICES SPECIAL ACTIVITIES 929.00 FOURTH OF JULY PARADE 496299 211028 1627.6103 PROFESSIONAL SERVICES SPECIAL ACTIVITIES 1,724.00 437604 7/18/2019 120303 WATER SAFETY PRODUCTS INC. 396.49 BIG EASY MASKS 496120 189805 5310.6610 SAFETY EQUIPMENT POOL ADMINISTRATION 396.49 437605 7/18/2019 135259 WATERS OF EDINA LLC, THE 150.00 HISTORY CLASS 496544 00001 1628.6103 PROFESSIONAL SERVICES SENIOR CITIZENS 150.00 437606 7/18/2019 145543 WHISLER, KATE 87.00 GIFT SHOP JUNE 2019 496121 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 87.00 437607 7/18/2019 101312 WINE MERCHANTS 13.69 496484 7241599 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,288.45 496484 7241599 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 17.85 496469 7242713 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 2,466.00 496469 7242713 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 35.71 496470 7242714 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 3,053.00 496470 7242714 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 6,874.70 437608 7/18/2019 144412 WINEBOW 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 32Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437608 7/18/2019 144412 WINEBOW Continued... 5.25 496472 00062116 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 653.00 496472 00062116 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5.25 496471 MN00062149 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 252.00 496471 MN00062149 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 6.00 496037 MN00062168 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 384.00 496037 MN00062168 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,305.50 437609 7/18/2019 124503 WINSUPPLY OF EDEN PRAIRIE 35.80 RECEPTICLES 495983 179032 01 5761.6530 REPAIR PARTS CENTENNIAL LAKES OPERATING 5.85 SOUTH PENALTY BOX 496278 180222 01 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 41.65 437610 7/18/2019 145507 WISE, ALBERT 27.79 495984 00078738-015272 3005 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 27.79 437611 7/18/2019 141271 WOLFF, MELINDA 31.80 GIFT SHOP JUNE 2019 495985 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 31.80 437612 7/18/2019 142220 WOODEN HILL BREWING COMPANY 252.00 496483 1699 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 252.00 437613 7/18/2019 145545 YANG, XIAOJING 120.00 REFUND TENNIS 496122 071019 1600.4390.02 TENNIS PROGRAM PARK ADMIN. GENERAL 120.00 437614 7/18/2019 129312 YOUTH TECH INC. 615.00 496123 6674 5110.6103 PROFESSIONAL SERVICES ART CENTER ADMINISTRATION 615.00 437615 7/18/2019 142327 56 BREWING, LLC 96.00 496383 5606454 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 96.00 437616 7/18/2019 100612 A.M. LEONARD 448.69 SPRAYER, SHEARS,SPADES 496038 C119142381 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 33Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437616 7/18/2019 100612 A.M. LEONARD Continued... 448.69 437617 7/18/2019 133522 AARP DRIVER SAFETY PROGRAM 330.00 AARP SMART DRIVING 496563 B65055 1628.6103 PROFESSIONAL SERVICES SENIOR CITIZENS 330.00 437618 7/18/2019 140086 ABLE SEEDHOUSE AND BREWERY 198.00 496018 E-10136 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 184.00 496385 E-10137 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 184.00 496384 E-10138 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 566.00 437619 7/18/2019 129458 ACME TOOLS 249.00 SAW - BS 496244 6748565 1321.6556 TOOLS STREET LIGHTING REGULAR 159.00 TOOL FOR HYDRANT CLEANING 496245 6754612 5913.6556 TOOLS DISTRIBUTION 408.00 437620 7/18/2019 143143 ACT CLEANING SERVICE 463.82 APRIL PAYMENT 495883 INV-1060 5410.6230 SERVICE CONTRACTS EQUIPMENT GOLF ADMINISTRATION 1,612.88 JUNE PAYMNET 495882 INV-1136 5410.6230 SERVICE CONTRACTS EQUIPMENT GOLF ADMINISTRATION 1,612.88 JULY PAYMENT 495884 INV-1148 5410.6230 SERVICE CONTRACTS EQUIPMENT GOLF ADMINISTRATION 3,689.58 437621 7/18/2019 135922 ACUSHNET COMPANY 128.62 MERCHANDISE 495885 907752658 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 183.58 MERCHANDISE 496546 907759826 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 312.20 437622 7/18/2019 143557 ADIDAS AMERICA INC. 137.26 MERCHANDISE 495886 6178097560 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 839.76 MERCHANDISE 495888 6178108278 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 875.00 MERCHANDISE 495887 6178108279 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 1,852.02 437623 7/18/2019 145512 AHAM ABDI, ABDIR 136.14 495889 00123620-030541 4012 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 136.14 437624 7/18/2019 130792 AIRGAS NATIONAL CARBONATION 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 34Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437624 7/18/2019 130792 AIRGAS NATIONAL CARBONATION Continued... 433.25 CO2 496040 9090696900 5330.6545 CHEMICALS FLOWRIDER 433.25 437625 7/18/2019 139129 ALERUS RETIREMENT AND BENEFITS 190.00 JUNE ALERUS INVOICE 496486 C81746 1556.6160 DATA PROCESSING EMPLOYEE SHARED SERVICES 190.00 437626 7/18/2019 145509 ALLEN, CALVIN 44.32 495890 00114685-016077 1214 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 44.32 437627 7/18/2019 141960 AMAZON CAPITAL SERVICES 65.94 IT SUPPLIES 496491 16LY-LQ41-VWRP 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 28.99 OFFICE SUPPLIES 495892 199K-7YXD-G4YN 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 100.44 BEARINGS 496488 1CHD-1TP9-LYWG 5761.6530 REPAIR PARTS CENTENNIAL LAKES OPERATING 11.77 ERGONOMIC MOUSE PAD 496487 1CHD-1TP9-N1PM 1190.6406 GENERAL SUPPLIES ASSESSING 135.38 ARTS & CRAFTS (TIE DYE)496490 1CHD-1TP9-NQCR 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER 38.64 IT SUPPLIES 495988 1D6G-CCYJ-PCPX 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 7.90 THERMAL PASTE 496280 1FCN-NLNM-3RRJ 1400.6160 DATA PROCESSING POLICE DEPT. GENERAL 105.38 12V PUMP 496042 1FX9-4QR3-444Q 5761.6530 REPAIR PARTS CENTENNIAL LAKES OPERATING 207.66 FAM JAM PRIZES 496489 1HX7-4J6W-19JP 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER 41.96 IT SUPPLIES 496313 1L73-9CCF-6V1K 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 5.94 KEY TAGS 496043 1L73-9CCF-JFVN 5760.6406 GENERAL SUPPLIES CENTENNIAL LAKES ADMIN EXPENSE 76.89 HEAT MAT 496279 1MMN-CHGQ-1911 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 29.97 CUBE NAME HOLDER PINS 495891 1NJN-THWR-GPG4 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 109.29 IT SUPPLIES 496247 1NJN-THWR-VRYV 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 134.97 TENNIS SUPPLIES 496246 1T3N-1T9G-FK7H 1623.6406 GENERAL SUPPLIES TENNIS INSTRUCTION 1,101.12 437628 7/18/2019 101115 AMERIPRIDE SERVICES INC. 215.97 496314 1004514125 1551.6201 LAUNDRY CITY HALL GENERAL 159.41 496581 1004518959 5861.6162 SERVICES CUSTODIANS VERNON OCCUPANCY 253.06 496315 1004524753 1551.6201 LAUNDRY CITY HALL GENERAL 226.84 LAUNDRY 496492 1004526776 1470.6201 LAUNDRY FIRE DEPT. GENERAL 855.28 437629 7/18/2019 100630 ANCHOR PAPER COMPANY 6,637.44 496044 10580573-00 1130.6123 MAGAZINE/NEWSLETTER EXPENSE COMMUNICATIONS 6,637.44 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 35Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437629 7/18/2019 100630 ANCHOR PAPER COMPANY Continued... 437630 7/18/2019 145520 ANDERSON, GEORGE 4.69 495893 00076212-011038 0007 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 4.69 437631 7/18/2019 135278 ANNMADE INC. 52.80 GIFT SHOP JUNE 2019 495894 7.10.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 52.80 437632 7/18/2019 100595 ANOKA COUNTY 350.00 RELEASE CHECK TO LYNN OLSON 496248 2019059155 1000.2055 DUE TO OTHER GOVERNMENTS GENERAL FUND BALANCE SHEET 350.00 437633 7/18/2019 141972 AP MIDWEST LLC 94,255.46 NORTH RAMP EXP - APP 495895 NORTH PARKING RAMP EXT #2 9243.6710 EQUIPMENT REPLACEMENT 50TH AND FRANCE 2 TIF DISTRICT 94,255.46 437634 7/18/2019 114799 APPLIED ECOLOGICAL SERVICES INC. 2,437.50 496493 53009 04448.1705 CONSTR. IN PROGRESS Shoreline Naturalization 2,437.50 437635 7/25/2019 144403 SENTEXT SOLUTIONS 299.00 SENTEXT SUBSCRIPTION 497233 91459 1554.6124 WEB DEVELOPMENT CENT SERV GEN - MIS 299.00 437636 7/25/2019 140086 ABLE SEEDHOUSE AND BREWERY 137.00 496620 E-10197 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 139.00 496619 E-10198 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 276.00 437637 7/25/2019 129458 ACME TOOLS 95.99 FLASHLIGHT 496889 6765221 5921.6406 GENERAL SUPPLIES SANITARY LIFT STATION MAINT 95.99 437638 7/25/2019 140269 ACTIVE NETWORK LLC 2,600.00 ACTIVE NETWORK 496853 4100165910 1600.6105 DUES & SUBSCRIPTIONS PARK ADMIN. GENERAL 2,600.00 ACTIVE NETWORK 496853 4100165910 1628.6103 PROFESSIONAL SERVICES SENIOR CITIZENS 2,600.00 ACTIVE NETWORK 496853 4100165910 5110.6406 GENERAL SUPPLIES ART CENTER ADMINISTRATION 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 36Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437638 7/25/2019 140269 ACTIVE NETWORK LLC Continued... 2,600.00 ACTIVE NETWORK 496853 4100165910 5310.6105 DUES & SUBSCRIPTIONS POOL ADMINISTRATION 2,600.00 ACTIVE NETWORK 496853 4100165910 5410.6105 DUES & SUBSCRIPTIONS GOLF ADMINISTRATION 2,600.00 ACTIVE NETWORK 496853 4100165910 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 2,600.00 ACTIVE NETWORK 496853 4100165910 5553.6406 GENERAL SUPPLIES SPORTS DOME BLDG&GROUNDS 2,600.00 ACTIVE NETWORK 496853 4100165910 5710.6105 DUES & SUBSCRIPTIONS EDINBOROUGH ADMINISTRATION 2,600.00 ACTIVE NETWORK 496853 4100165910 5760.6105 DUES & SUBSCRIPTIONS CENTENNIAL LAKES ADMIN EXPENSE 23,400.00 437639 7/25/2019 135922 ACUSHNET COMPANY 305.85 MERCHANDISE 497157 907785322 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 305.85 437640 7/25/2019 145587 ALLAR, AARON 40.70 496890 00123363-011019 0007 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 40.70 437641 7/25/2019 141960 AMAZON CAPITAL SERVICES 6.23 BAND AIDS 497220 17QM-X36W-VPKF 5510.6406 GENERAL SUPPLIES ARENA ADMINISTRATION 733.50 PHONE DIALER 496854 19LD-7N41-D9HN 1646.6530 REPAIR PARTS BUILDING MAINTENANCE 195.99 REPLACE RECEIPT PRINTER 497085 1CCQ-RF7K-6C1 5310.6513 OFFICE SUPPLIES POOL ADMINISTRATION 24.24 STATION SUPPLIES 496892 1CCQ-RF7K-P6VN 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL 99.99 STATION ALERT MONITOR FOR FM 496855 1CHD-1TP9-TR4Q 421470.6710 EQUIPMENT REPLACEMENT FIRE EQUIPMENT 275.98 SSD'S FOR NEW MACHINE 496856 1HX7-4J6W-G3J4 1554.6710 EQUIPMENT REPLACEMENT CENT SERV GEN - MIS 659.97 HARD DRIVES FOR BKUPS 497114 1K93-LLLY-YQD3 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 223.20 DRIVE TRAIN 497126 1PMK-3KFL-X3FC 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 154.74 FAM JAM PRIZES 497124 1RDW-JNGG-NH1H 1624.6406 GENERAL SUPPLIES PLAYGROUND & THEATER 43.99 PAINT 496891 1RGV-4HCL-34FL 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 54.01 AIR COMPRESSOR 497125 1RGV-4HCL-XGWF 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 25.64 497100 1VGH-NF1G-773H 1260.6406 GENERAL SUPPLIES ENGINEERING GENERAL 27.89 FLAG POLE REPAIR 497107 1VGH-NFLG-60K1 1552.6530 REPAIR PARTS CENT SVC PW BUILDING 16.16 497231 1X6J-JPNY-6NLL 5862.6406 GENERAL SUPPLIES VERNON SELLING 11.78 STAINLESS STEEL BOLTS 497091 1XTX-KY71-6L91 5761.6530 REPAIR PARTS CENTENNIAL LAKES OPERATING 48.97 HOSE NOZZLE 497097 1YK3-JWHT-WVW6 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 125.89 PIPE THREADING TOOL 497092 1YRW-G4RF-7MVD 5761.6556 TOOLS CENTENNIAL LAKES OPERATING 149.49 BUSHINGS 497096 1YRW-G4RF-QJTG 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 2,877.66 437642 7/25/2019 101115 AMERIPRIDE SERVICES INC. 168.63 LAUNDRY 496857 1004528681 1470.6201 LAUNDRY FIRE DEPT. GENERAL 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 37Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437642 7/25/2019 101115 AMERIPRIDE SERVICES INC.Continued... 147.00 LAUNDRY 497201 1004532754 1470.6201 LAUNDRY FIRE DEPT. GENERAL 315.63 437643 7/25/2019 145602 ANDERSON, LAUREN 37.25 LTS REIMBURSMENT 497207 07192019.1 5510.6105 DUES & SUBSCRIPTIONS ARENA ADMINISTRATION 37.25 437644 7/25/2019 145592 ANSEMS, GREG 125.97 496893 00108399-015171 4008 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 125.97 437645 7/25/2019 100632 AQUA ENGINEERING 3,410.00 BARRIE RD IRRIGATION BOX 497134 92703 1301.6180 CONTRACTED REPAIRS GENERAL MAINTENANCE 1,950.00 70TH ROUNDABOUT IRRIGATION BOX 497133 92704 1301.6180 CONTRACTED REPAIRS GENERAL MAINTENANCE 5,360.00 437646 7/25/2019 145574 ARMBRUSTMACHER, CINDY 106.00 REFUND CAMP JJ 496859 7.16.19 5101.4607 CLASS REGISTRATION ART CENTER REVENUES 106.00 437647 7/25/2019 132031 ARTISAN BEER COMPANY 152.40 496625 3345450 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 754.80 497255 3358048 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 873.65 496624 3359683 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,386.20 497014 3359684/3359686 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,301.10 497187 3359687 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 4,468.15 437648 7/25/2019 106304 ASPEN MILLS 79.95 2018 UNIFORMS - ENGEN (NOTE MI 497267 211113 1470.6558 DEPT UNIFORMS FIRE DEPT. GENERAL 220.35 2019 UNIFORMS - NORDWIG 497264 221805 1470.6558 DEPT UNIFORMS FIRE DEPT. GENERAL 41.43 2019 UNIFORMS - DR. NYSTROM &497266 232063 1470.6558 DEPT UNIFORMS FIRE DEPT. GENERAL 382.89 2019 UNIFORMS - SANDON 497261 233051 1470.6558 DEPT UNIFORMS FIRE DEPT. GENERAL 125.85 2019 UNIFORMS - SCHLICK 497263 233226 1470.6558 DEPT UNIFORMS FIRE DEPT. GENERAL 227.20 2019 UNIFORMS - KNAEBLE 497259 235710 1470.6558 DEPT UNIFORMS FIRE DEPT. GENERAL 211.80 2019 UNIFORMS - HANRAHAN 497269 236584 1470.6558 DEPT UNIFORMS FIRE DEPT. GENERAL 229.90 2019 UNIFORMS - GOOD 497268 237768 1470.6558 DEPT UNIFORMS FIRE DEPT. GENERAL 200.00 2019 UNIFORMS - KREGNESS 497256 239677 1470.6558 DEPT UNIFORMS FIRE DEPT. GENERAL 18.00 2019 UNIFORMS - GOOD 497257 239679 1470.6558 DEPT UNIFORMS FIRE DEPT. GENERAL 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 38Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437648 7/25/2019 106304 ASPEN MILLS Continued... 26.65 UNIFORMS - SWAT 497130 240172 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 290.00-2019 UNIFORMS - CREDIT 497265 CM3502 1470.6558 DEPT UNIFORMS FIRE DEPT. GENERAL 1,474.02 437649 7/25/2019 101195 AUTO ELECTRIC OF BLOOMINGTON INC. 199.95 A;TERNATOR 496860 1633436 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 199.95 437650 7/25/2019 101718 AUTO PLUS - FORMERLY PARTS PLUS 2.41 FILTER 496861 038098639 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 19.14 BOLTS AND WASHERS 496894 038098918 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 47.70 FILTER 497110 038099228 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 69.25 437651 7/25/2019 136687 BALLANTINE PAINTING 1,995.00 PAINTING EXTERIOR OF FIRE STAT 496862 5001 1470.6406 GENERAL SUPPLIES FIRE DEPT. GENERAL 1,995.00 437652 7/25/2019 102346 BEARCOM 108.00 FOURTH OF JULY WALKIE TALKIES 496863 4856929 1627.6406 GENERAL SUPPLIES SPECIAL ACTIVITIES 108.00 437653 7/25/2019 145589 BERINER, MATTHEW 67.96 496896 00122993-034138 9009 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 67.96 437654 7/25/2019 131191 BERNATELLO'S PIZZA INC. 624.00 PIZZA 496897 4829445 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 468.00 PIZZA 496898 4830617 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 1,092.00 437655 7/25/2019 125139 BERNICK'S 184.50 497183 10854 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 184.50 497020 10855 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 184.50 497021 10856 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,634.18 496630 517639 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 40.00 497019 517640 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 669.74 497018 517641 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,897.42 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 39Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437655 7/25/2019 125139 BERNICK'S Continued... 437656 7/25/2019 105385 BL DALSIN ROOFING 610.00 PW ROOF REPAIR 496899 4660 1552.6180 CONTRACTED REPAIRS CENT SVC PW BUILDING 610.00 437657 7/25/2019 142153 BLACK STACK BREWING INC. 252.00 497022 4774 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 252.00 437658 7/25/2019 105367 BOUND TREE MEDICAL LLC 191.60 AMBULANCE SUPPLIES 496865 83260005 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL 112.68 AMBULANCE SUPPLIES 496866 83267002 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL 239.00 AMBULANCE SUPPLIES 496867 83268563 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL 625.98 EMS TRAINING 496900 83273433 1470.6579 TRAINING AIDS FIRE DEPT. GENERAL 248.60 AMBULANCE SUPPLIES 496901 83277041 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL 792.38 AMBULANCE SUPPLIES 496902 83277042 1470.6510 FIRST AID SUPPLIES FIRE DEPT. GENERAL 2,210.24 437659 7/25/2019 119351 BOURGET IMPORTS 8.75 496631 162665 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 488.00 496631 162665 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7.00 497023 162729 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 415.95 497023 162729 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7.00 497234 162849 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 504.00 497234 162849 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,430.70 437660 7/25/2019 117040 BOYER TRUCKS 207.55 ALTERNATOR 496724 869148 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 119.72 LAMP, WIRE ASY 496726 869170 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 28.99 WIRE ASY 496727 869170X1 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 40.96 PULLEY 496725 869177 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 397.22 437661 7/25/2019 124291 BREAKTHRU BEVERAGE MINNESOTA 1.15 496639 1081000576 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 72.00 496639 1081000576 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 19.65 496635 1081000577 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 1,731.64 496635 1081000577 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.15 496637 1081000578 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 40Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437661 7/25/2019 124291 BREAKTHRU BEVERAGE MINNESOTA Continued... 135.00 496637 1081000578 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET .67 496636 1081000579 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 85.74 496636 1081000579 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2.30 496638 1081000580 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 90.00 496638 1081000580 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 6.90 496634 1081000581 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 497.64 496634 1081000581 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5.75 496632 1081000582 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 588.60 496632 1081000582 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET .67 496633 1081000583 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 85.74 496633 1081000583 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 17.63 496642 1081000614 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,079.02 496642 1081000614 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.30 496641 1081000615 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 74.50 496641 1081000615 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 17.25 496640 1081000616 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1,274.66 496640 1081000616 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 5,789.96 437662 7/25/2019 124529 BREAKTHRU BEVERAGE MINNESOTA BEER LLC 10,218.40 496643 1091026334 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 5,793.45 496644 1091029263 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 132.50 496645 1091029264 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,382.00 497235 1091032314 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 8,146.60 497236 1091032315 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 25,672.95 437663 7/25/2019 103239 BRIN GLASS CO. 2,360.10 496728 6344 5841.6180 CONTRACTED REPAIRS YORK OCCUPANCY 2,360.10 437664 7/25/2019 145547 BROWN & BIGELOW LLC 1,185.87 MERCHANDISE 497152 633020 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 1,185.87 437665 7/25/2019 116408 BTR OF MINNESOTA 497.09 RAM ASY, WELDMENT 496729 32739 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 802.22 LATCH ASY, CUTTING EDGE KIT 496730 32881 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 1,299.31 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 41Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437666 7/25/2019 119455 CAPITOL BEVERAGE SALES Continued... 46.60 496652 2278997 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 37.30 497184 2282455 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 20.25 496651 2291123 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 56.00 496650 2291580 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 5,249.30 496649 2291581 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 79.30 496647 2291582 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 5,916.55 496648 2291584 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 51.00 496646 2291785 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 117.00 497024 2293055 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,249.60 497237 2294469 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,197.95 497239 2294470 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 6.88-497238 2294632 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 15,013.97 437667 7/25/2019 144675 CARLOS CREEK WINERY, INC. 162.00 497025 17558 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 162.00 437668 7/25/2019 145581 CASA DE CORAZON 3.50 RENTAL FEE PARTIAL REFUND 496732 071719 1000.2039 SALES & USE TAX PAYABLE GENERAL FUND BALANCE SHEET 46.50 RENTAL FEE PARTIAL REFUND 496732 071719 1600.4722.09 ROSLAND RENTAL PARK ADMIN. GENERAL 50.00 437669 7/25/2019 101515 CEMSTONE PRODUCTS CO. 1,260.00 REDIE MIX CONCRETE 496869 C2053021 5932.6520 CONCRETE GENERAL STORM SEWER 2,730.00 REDIE MIX CONCRETE 496870 C2054485 5913.6520 CONCRETE DISTRIBUTION 2,555.00 REDIE MIX CONCRETE 496871 C2055213 5913.6520 CONCRETE DISTRIBUTION 6,545.00 437670 7/25/2019 123898 CENTURYLINK 51.58 496735 0146-7/19 1554.6188 TELEPHONE CENT SERV GEN - MIS 58.02 496735 0146-7/19 1622.6188 TELEPHONE SKATING & HOCKEY 58.17 496735 0146-7/19 1646.6188 TELEPHONE BUILDING MAINTENANCE 58.17 496735 0146-7/19 1622.6188 TELEPHONE SKATING & HOCKEY 61.38 496735 0146-7/19 1646.6188 TELEPHONE BUILDING MAINTENANCE 61.38 496735 0146-7/19 1622.6188 TELEPHONE SKATING & HOCKEY 61.38 496735 0146-7/19 1646.6188 TELEPHONE BUILDING MAINTENANCE 66.76 496735 0146-7/19 1628.6188 TELEPHONE SENIOR CITIZENS 61.38 496735 0146-7/19 5511.6188 TELEPHONE ARENA BLDG/GROUNDS 67.83 496735 0146-7/19 5511.6188 TELEPHONE ARENA BLDG/GROUNDS 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 42Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437670 7/25/2019 123898 CENTURYLINK Continued... 61.38 496735 0146-7/19 5911.6188 TELEPHONE WELL PUMPS 41.78 496735 0146-7/19 5932.6188 TELEPHONE GENERAL STORM SEWER 63.93 496734 1161-7/19 5720.6188 TELEPHONE EDINBOROUGH OPERATIONS 170.29 497179 2951-7/19 1470.6188 TELEPHONE FIRE DEPT. GENERAL 67.48 497180 6522-7/19 5511.6188 TELEPHONE ARENA BLDG/GROUNDS 228.65 496733 6661-7/19 1552.6188 TELEPHONE CENT SVC PW BUILDING 1,239.56 437671 7/25/2019 135835 CENTURYLINK-ACCESS BILL 1,242.00 497181 5142XLP683-7/19 2310.6188 TELEPHONE E911 1,242.00 437672 7/25/2019 100683 CHEMSEARCH 655.58 WATER TREATMENT SERVICE 496736 3602581 5511.6103 PROFESSIONAL SERVICES ARENA BLDG/GROUNDS 655.58 437673 7/25/2019 142028 CINTAS CORPORATION 89.59 TOWELS AND RAGS 497145 4025731402 5421.6201 LAUNDRY GRILL 13.44 UNIFORMS 497146 4025850373 5422.6201 LAUNDRY MAINT OF COURSE & GROUNDS 44.16 LAUNDRY 496906 4025926213 1552.6511 CLEANING SUPPLIES CENT SVC PW BUILDING 57.10 RENTAL UNIFORM 496908 4025926255 1301.6201 LAUNDRY GENERAL MAINTENANCE 15.26 RENTAL UNIFORM 496907 4025926284 1646.6201 LAUNDRY BUILDING MAINTENANCE 46.32 RENTAL UNIFORM 496905 4025926301 1553.6201 LAUNDRY EQUIPMENT OPERATION GEN 34.70 UNIFORM RENTAL 496888 4025926302 5913.6201 LAUNDRY DISTRIBUTION 37.20 RUG LAUNDERING 497227 4026297858 7411.6103 PROFESSIONAL SERVICES PSTF OCCUPANCY 337.77 437674 7/25/2019 100684 CITY OF BLOOMINGTON 57,426.00 496737 17075 1492.6103 PROFESSIONAL SERVICES PH EMERGENCY PREPARDNESS 57,426.00 437675 7/25/2019 122317 CITY OF EDINA - COMMUNICATIONS 100.00 PHONES, I.T.496909 COM-1932 7411.6188 TELEPHONE PSTF OCCUPANCY 100.00 437676 7/25/2019 145596 COLONIAL CHURCH 100.00 DAMAGE DEPOSIT REFUND 496738 071819 1000.2065 DEPOSITS PAYABLE GENERAL FUND BALANCE SHEET 100.00 437677 7/25/2019 120433 COMCAST 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 43Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437677 7/25/2019 120433 COMCAST Continued... 6.77 CABLE TV 496739 0023973-7/19 1551.6103 PROFESSIONAL SERVICES CITY HALL GENERAL 6.77 437678 7/25/2019 120433 COMCAST 84.90 RAMP INTERNET 496910 8772 10 614 0540232-7/19 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 84.90 437679 7/25/2019 121066 COMMERCIAL ASPHALT CO. 6,000.00 497230 190715 1647.6103 PROFESSIONAL SERVICES PATHS & HARD SURFACE 13,775.77 497230 190715 1314.6518 BLACKTOP STREET RENOVATION 6,000.00 497230 190715 5913.6518 BLACKTOP DISTRIBUTION 25,775.77 437680 7/25/2019 135711 CONFLUENCE 4,854.55 FRED RICHARDS PHASE 1 496740 17241 1600.6103 PROFESSIONAL SERVICES PARK ADMIN. GENERAL 4,854.55 437681 7/25/2019 101329 CONSTRUCTION MATERIALS INC. 469.20 UNDERGROUND SPEC MIX 496911 0184809-IN 5932.6406 GENERAL SUPPLIES GENERAL STORM SEWER 469.20 437682 7/25/2019 100012 CORE & MAIN 2,431.08 GATE VALVE BOXES 496872 K841296 5913.6530 REPAIR PARTS DISTRIBUTION 2,431.08 437683 7/25/2019 121267 CREATIVE RESOURCES 1,380.64 LG UNIFORMS 497088 67769 5311.6201 LAUNDRY POOL OPERATION 1,380.64 437684 7/25/2019 103799 CURBSIDE LANDSCAPE & IRRIGATION 1,800.00 PLANTER REPAIR 496873 071719JS 1301.6180 CONTRACTED REPAIRS GENERAL MAINTENANCE 1,800.00 437685 7/25/2019 143018 DAJ ENTERPRISES LLC 1,048.37 GREENS LIQUID FERT 497149 5304 5422.6540 FERTILIZER MAINT OF COURSE & GROUNDS 1,048.37 437686 7/25/2019 145594 DALY, DAVID 231.87 496912 00125081-011085 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 44Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437686 7/25/2019 145594 DALY, DAVID Continued... 3005 231.87 437687 7/25/2019 145583 DAVINCI CUSTOM HOMES 9,887.55 ESCROW REFUND 497117 162158 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 9,887.55 437688 7/25/2019 100718 DELEGARD TOOL CO. 50.49 CABLE CRIMPER 496741 139808 1553.6556 TOOLS EQUIPMENT OPERATION GEN 39.72 WRENCHES 496913 141864 5913.6406 GENERAL SUPPLIES DISTRIBUTION 90.21 437689 7/25/2019 120327 DELUXE 159.71 BANK DEPOSIT BOOKS 497273 02045429260 1628.6513 OFFICE SUPPLIES SENIOR CITIZENS 159.71 437690 7/25/2019 135800 DEPARTMENT OF CORRECTIONS 8,662.50 TAKEDOWN LABOR 497212 00000555537 5553.6103 PROFESSIONAL SERVICES SPORTS DOME BLDG&GROUNDS 8,662.50 437691 7/25/2019 100571 DIAMOND VOGEL PAINTS 4,297.70 ROAD PAINT 497141 802188846 1335.6532 PAINT PAVEMENT MARKINGS 4,297.70 437692 7/25/2019 145560 DISCOUNTCELL, INC 162.23 CELL PHONE PROTECTORS 496914 OE-1000401096 1553.6406 GENERAL SUPPLIES EQUIPMENT OPERATION GEN 162.23 437693 7/25/2019 145342 DIVISION 23 MECHANICAL SERVICES 4,206.27 HP REPIARS 497140 W12801 1552.6180 CONTRACTED REPAIRS CENT SVC PW BUILDING 4,206.27 437694 7/25/2019 124438 DONNAY HOMES 10,000.00 ESCROW REFUND 497116 ED162532 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 10,000.00 437695 7/25/2019 100730 DORSEY & WHITNEY LLP 9,782.50 PENTAGON SOUTH TIF ESCROW 497226 3510319 9210.2066 ESCROW DEPOSITS HRA ADMINISTRATION 176.00 7008 SANDELL-LEGAL 497224 3510320 9238.6131 PROFESSIONAL SERV - LEGAL SOUTHDALE 2 TIF DISTRICT 715.00 4500 FRANCE TIF ESCROW 497225 3510374 9210.2066 ESCROW DEPOSITS HRA ADMINISTRATION 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 45Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437695 7/25/2019 100730 DORSEY & WHITNEY LLP Continued... 10,673.50 437696 7/25/2019 101731 EDINA SWIM CLUB 7.00 DAMAGE DEPOSIT REFUND 496744 071819 1000.2039 SALES & USE TAX PAYABLE GENERAL FUND BALANCE SHEET 93.00 DAMAGE DEPOSIT REFUND 496744 071819 1000.2065 DEPOSITS PAYABLE GENERAL FUND BALANCE SHEET 100.00 437697 7/25/2019 100049 EHLERS & ASSOCIATES INC. 345.00 W 76TH TIF - AEON 496915 80439 9238.6136 PROFESSIONAL SVC - OTHER SOUTHDALE 2 TIF DISTRICT 1,552.50 PENTAGON SOUTH TIF ESCROW 497223 80669 9210.2066 ESCROW DEPOSITS HRA ADMINISTRATION 3,941.25 TIF REPORTS - ADMIN 497222 80761 9232.6136 PROFESSIONAL SVC - OTHER CENTENNIAL TIF DISTRICT 2,000.00 SOUTHDALE 2 TIF REPORT 497222 80761 9238.6136 PROFESSIONAL SVC - OTHER SOUTHDALE 2 TIF DISTRICT 7,838.75 437698 7/25/2019 100549 ELECTRIC PUMP INC. 3,647.50 HIGHLAND PUMP REBUILD 497135 0065848-IN 5934.6180 CONTRACTED REPAIRS STORM LIFT STATION MAINT 3,647.50 437699 7/25/2019 137540 EMSL ANALYTICAL INC. 189.00 LEAD TESTS 496745 35127514 7412.6103 PROFESSIONAL SERVICES PSTF RANGE 189.00 LEAD TESTS 497228 35127906 7412.6103 PROFESSIONAL SERVICES PSTF RANGE 378.00 437700 7/25/2019 145579 EPSTEIN, ANNE 178.00 REFUND 2242 496746 7.16.19 5101.4607 CLASS REGISTRATION ART CENTER REVENUES 178.00 437701 7/25/2019 145566 EQUIPMENT MANAGEMENT COMPANY 107,033.85 EXTRICATION TOOLS FOR FIRE DEP 496977 55699 421470.6710 EQUIPMENT REPLACEMENT FIRE EQUIPMENT 107,033.85 437702 7/25/2019 138265 ERANGE INC. 209.28 RANGE BALL MACHINE PARTS 497155 104723 5424.6530 REPAIR PARTS RANGE 209.28 437703 7/25/2019 135208 ESCAPE FIRE 124.00 REFUND 496747 ED172094 1470.4325 FIRE FEES - ALL OTHER FIRE DEPT. GENERAL 124.00 437704 7/25/2019 100146 FACTORY MOTOR PARTS COMPANY 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 46Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437704 7/25/2019 100146 FACTORY MOTOR PARTS COMPANY Continued... 18.37 COOLANT 496749 1-5847265 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 63.69 CONNECTORS 496750 1-5849349 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 26.38 MANIFOLD GASKET 496754 1-5964436 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 53.86 BRAKE LINING 496759 1-6019283 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 16.63 FILTER 496766 1-6024494 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 221.38 BRAKE LUBE 496765 1-6024536 1553.6584 LUBRICANTS EQUIPMENT OPERATION GEN 8.98 KITS 496767 1-6025605 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 126.77 BATTERY 497111 1-6029351 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 258.76 BATTERIES 496764 1-Z18880 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 49.80 WINDSHIELD WIPERS 496751 69-341095 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 159.92 BATTERY 496752 69-341189 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 8.28-CREDIT MEMO 496753 69-342695 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 343.64 LINERS, ROTORS 496755 69-349461 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 118.36 SHAFT 496757 69-352966 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 103.96 BATTERY 496758 69-354735 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 175.26 DISC BRAKES 496760 69-355917 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 136.00 REAR DRUMS 496761 69-355919 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 7.99 THROTTLE PLATE CLEANER 496762 69-356170 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 418.86 PADS, DISC BRAKES 496748 69-356298 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 347.22 COMPRESSOR, TENSIONER 496763 69-356382 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 4.78 GASKET KIT, O RING 496768 69-356472 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 54.59 MASS AIR FLOW 496917 69-356558 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 24.52 SENSOR 496916 69-356560 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 98.79 BATTERY 497127 69-356860 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 32.76 BELT 496756 75-342553 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 2,862.99 437705 7/25/2019 106035 FASTENAL COMPANY 35.31 NUTS AND BOLTS 496918 MNTC2158592 5921.6406 GENERAL SUPPLIES SANITARY LIFT STATION MAINT 23.81 NUTS AND BOLTS 496919 MNTC2158594 5913.6406 GENERAL SUPPLIES DISTRIBUTION 16.03 BOLTS 497108 MNTC2158710 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 75.15 437706 7/25/2019 126004 FERGUSON WATERWORKS 1,540.49 IRRIGATION METER BLAKE RIDGE 496874 0335480 5917.6406 GENERAL SUPPLIES METER REPAIR 1,540.49 437707 7/25/2019 144080 FURBISH, JOSH 442.11 MILEAGE JAN-JUNE 2019 497165 071719 1120.6107 MILEAGE OR ALLOWANCE ADMINISTRATION 442.11 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 47Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437707 7/25/2019 144080 FURBISH, JOSH Continued... 437708 7/25/2019 102456 GALLS INC. 63.99-CREDIT 496770 13178374 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 917.46 BALLISTIC VEST 497131 BC0882264 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 853.47 437709 7/25/2019 142466 GEAR WASH 57.10 PPE 2019 496771 15378 1470.6552 PROTECTIVE CLOTHING FIRE DEPT. GENERAL 18.69 PPE SHIPPING & HANDLING 497258 15378.2 1470.6552 PROTECTIVE CLOTHING FIRE DEPT. GENERAL 1,700.12 PPE 2019 496772 15385 1470.6552 PROTECTIVE CLOTHING FIRE DEPT. GENERAL 1,775.91 437710 7/25/2019 105508 GEMPLER'S 141.91 IRRIGATION HOSE AND NOZZLE 497156 INV0004413246 5422.6611 IRRIGATION EQUIPMENT MAINT OF COURSE & GROUNDS 141.91 437711 7/25/2019 100773 GENERAL PARTS LLC 124.17 20" FILTERS 496773 1725171 5311.6406 GENERAL SUPPLIES POOL OPERATION 124.17 437712 7/25/2019 141336 GEOGRAPHIC INDUSTRIES INC. 355.00 SIGN PARTS 496920 16484 1646.6530 REPAIR PARTS BUILDING MAINTENANCE 355.00 437713 7/25/2019 103185 GERTENS 651.20 MULCH 497090 291301 5765.6540 FERTILIZER PROMENADE EXPENSES 651.20 437714 7/25/2019 101103 GRAINGER 1.38 WARNING SIGN FOR CHEMICIALS 496923 9225857797 5311.6406 GENERAL SUPPLIES POOL OPERATION 238.99 BATTERY 496774 9232875501 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 191.48 LINE VOLTAGE CONTROL 496921 9233843029 5911.6530 REPAIR PARTS WELL PUMPS 56.10 TAPE MEASURE 496922 9235290153 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN 97.85 PIPE 497112 9237957635 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 272.04 HORNET SPRAY 497260 9239893796 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 857.84 437715 7/25/2019 129108 HAAG COMPANIES INC. 930.00 SOIL 496924 2-228721 1643.6543 SOD & BLACK DIRT Greenhouse and horticulture 219.00 SOD 496775 4-366289 1642.6547 SEED FIELD MAINTENANCE 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 48Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437715 7/25/2019 129108 HAAG COMPANIES INC.Continued... 21.60 496776 4-366334 1642.6547 SEED FIELD MAINTENANCE 32.40 SOD 496925 4-366477 1642.6547 SEED FIELD MAINTENANCE 72.00 SOD 497262 4-366915 1642.6547 SEED FIELD MAINTENANCE 1,275.00 437716 7/25/2019 145591 HANLON, ALEXANDER 100.00 496926 00112414-020097 2000 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 100.00 437717 7/25/2019 145575 HARMEL, SHARRI 160.00 REFUND 4241 496777 7.16.19 5101.4607 CLASS REGISTRATION ART CENTER REVENUES 160.00 437718 7/25/2019 100798 HAYDEN-MURPHY EQUIPMENT 21.01 SCREWS 496927 C23233 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 47.62 SCREWS 496928 C23391 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 53.28 BOLTS FOR MILLER 496929 C23392 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 121.91 437719 7/25/2019 145556 HAYES, CALVIN 10,000.00 ESCROW REFUND 496778 ED154324 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 10,000.00 437720 7/25/2019 122093 HEALTH PARTNERS 25,995.24 AUGUST HP INVOICE-NONACTIVES 496780 90993549 6002.6043 COBRA INSURANCE RISK MGMT EMP SHARED SERVICE 334,642.49 AUGUST HP INVOICE-ACTIVES 496779 91016223 6002.6040 HOSPITALIZATION RISK MGMT EMP SHARED SERVICE 360,637.73 437721 7/25/2019 101503 HENNEPIN COUNTY PROPERTY TAX 8,221.50 ASSESSMENT ANNUAL FEE 497271 0619-24 1503.6915 SPECIAL ASSESSMENTS SPECIAL ASSESSMENTS 334,346.05 SOUTHDALE 2 TIF OVERSETTLEMENT 497229 2019-24-1 9238.4009 TAX INCREMENTS SOUTHDALE 2 TIF DISTRICT 342,567.55 437722 7/25/2019 145571 HILL, DAN 226.00 AUTHOR'S STUDIO JUNE 2019 496781 7.16.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 226.00 437723 7/25/2019 104375 HOHENSTEINS INC. 25.20 496655 150857 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 49Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437723 7/25/2019 104375 HOHENSTEINS INC.Continued... 607.00 496654 150858 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 25.20 496653 150859 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,080.30 497182 150896 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,853.00 496656 150897 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 25.20 497242 152184 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 50.40 497243 152187 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,618.50 497240 152194 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,720.42 497245 152195 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 448.00 497241 152339 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 72.00 497244 152412 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 8,525.22 437724 7/25/2019 100417 HORIZON COMMERCIAL POOL SUPPLY 375.42 CHLORINE, ACID 496783 190620017 5720.6545 CHEMICALS EDINBOROUGH OPERATIONS 4,675.54 CHLORINE TABS, ACID 497089 190708010 5311.6545 CHEMICALS POOL OPERATION 5,050.96 437725 7/25/2019 131544 INDEED BREWING COMPANY 985.55 497188 79599 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 407.20 496658 79857 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 397.20 496657 79858 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 258.80 496659 79859 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,048.75 437726 7/25/2019 143913 JACK PINE BREWERY 312.00 497031 3108 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 213.60 497030 3109 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 525.60 437727 7/25/2019 102157 JEFF ELLIS & ASSOCIATES INC. 900.00 SAFETY AUDIT 1 497083 20093845 5310.6103 PROFESSIONAL SERVICES POOL ADMINISTRATION 900.00 SAFETY AUDIT 2 497084 20093846 5310.6103 PROFESSIONAL SERVICES POOL ADMINISTRATION 1,800.00 437728 7/25/2019 100741 JJ TAYLOR DIST. OF MINN 5,276.09 496661 2998045 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 3,527.75 496663 2998046 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 118.60 496660 2998047 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 6,213.90 496666 2998048 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 220.35 496665 2998049 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 50Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437728 7/25/2019 100741 JJ TAYLOR DIST. OF MINN Continued... 127.10 496662 2998050 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 258.60 496664 2998051 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 15,742.39 437729 7/25/2019 100835 JOHNSON BROTHERS LIQUOR CO. 2.38 496876 1325706 5822.5515 COST OF GOODS SOLD MIX 50TH ST SELLING 178.68 496876 1325706 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 34.51 496784 1325707 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 2,221.20 496784 1325707 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 9.52 496675 1325708 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 2,032.00 496675 1325708 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 13.09 497043 1325709 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 142.81 497034 1325710 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 8,612.16 497034 1325710 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 9.52 497039 1325711 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 2,032.00 497039 1325711 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 76.16 497189 1325713 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 4,799.76 497189 1325713 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 10.71 497190 1325714 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 2,432.00 497190 1325714 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 15.99 497042 1326584 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1,614.34 497042 1326584 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2.38 496669 1338737 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 146.67 496669 1338737 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.57 496670 1338738 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 298.49 496670 1338738 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.19 496673 1338739 5822.5515 COST OF GOODS SOLD MIX 50TH ST SELLING 24.00 496673 1338739 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1.19 496668 1338740 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 10.00 496668 1338740 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 86.50 496668 1338740 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.19 496674 1338741 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 82.50 496674 1338741 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.19 496672 1338742 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 80.00 496672 1338742 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.19 496676 1338743 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 37.68 496676 1338743 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.19 496671 1338744 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 91.76 496671 1338744 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2.38 497036 1338745 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 51Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437729 7/25/2019 100835 JOHNSON BROTHERS LIQUOR CO.Continued... 558.00 497036 1338745 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 13.09 497035 1338746 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 742.67 497035 1338746 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 4.76 497037 1338747 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 372.13 497037 1338747 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 9.52 497038 1338748 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 565.77 497038 1338748 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 14.67 497032 1338749 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 2,629.73 497032 1338749 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.19 497040 1338750 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 122.00 497040 1338750 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 8.33 497033 1338751 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 550.20 497033 1338751 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 17.35 497041 1338752 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 2,038.32 497041 1338752 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 19.04 497044 1338756 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 869.75 497044 1338756 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.38 497045 1338757 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 225.93 497045 1338757 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 13.09 497046 1338758 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 651.05 497046 1338758 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7.94 497047 1338759 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 818.75 497047 1338759 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.19 497048 1338760 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 84.00 497048 1338760 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 26.78 497049 1338761 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 1,851.98 497049 1338761 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET .10-496667 555170 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 37,329.41 437730 7/25/2019 142504 JOHNSON CONTROLS FIRE PROTECTION LP 500.00 ALARM MONITORING 496785 21061615 7411.6103 PROFESSIONAL SERVICES PSTF OCCUPANCY 500.00 437731 7/25/2019 102113 JOHNSTONE SUPPLY 399.00 HVAC REFRIGERANT 497213 1212528 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 399.00 437732 7/25/2019 145396 JUNKYARD BREWING COMPANY, LLC 188.00 497050 652 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 52Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437732 7/25/2019 145396 JUNKYARD BREWING COMPANY, LLC Continued... 188.00 437733 7/25/2019 145604 KELLY, MARY 9.41 PARKING REFUND 497232 072219 1000.2039 SALES & USE TAX PAYABLE GENERAL FUND BALANCE SHEET 125.00 PARKING REFUND 497232 072219 4090.4751 PARKING PERMITS 50TH&FRANCE MAINTENANCE 134.41 437734 7/25/2019 138279 KFT FIRE TRAINER LLC 91.00 WAND PARTS 496930 160.00002735 7413.6406 GENERAL SUPPLIES PSTF FIRE TOWER 91.00 437735 7/25/2019 136686 KIDCREATE STUDIO 460.00 KIDCREATE EP CLASS 497123 10387 1630.6103 PROFESSIONAL SERVICES PARTNERSHIP PROGRAMS 100.00 ART IN THE PARK 497206 10424 1630.6406 GENERAL SUPPLIES PARTNERSHIP PROGRAMS 560.00 437736 7/25/2019 145595 KRUG, CHRISTOPHER 299.70 496931 00083671-030455 2008 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 299.70 437737 7/25/2019 102403 LAMBERTS LANDSCAPE LLC 13.50 SOD 496786 06192019 1642.6547 SEED FIELD MAINTENANCE 13.50 437738 7/25/2019 145576 LASHER, DEB 165.00 REFUN 4241 496787 7.16.19 5101.4607 CLASS REGISTRATION ART CENTER REVENUES 165.00 437739 7/25/2019 145578 LAU, YIN 134.00 REFUND 2241 496788 7.16.19 5101.4607 CLASS REGISTRATION ART CENTER REVENUES 134.00 437740 7/25/2019 100852 LAWSON PRODUCTS INC. 897.39 WASHERS, SCREWS, NUTS 496789 9306863540 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 599.66 PW FENCE GATE 497175 9306881453 1552.6530 REPAIR PARTS CENT SVC PW BUILDING 1,497.05 437741 7/25/2019 145572 LAWSON, MEGAN 96.60 REFUND CAMP LL 496790 7.16.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 53Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437741 7/25/2019 145572 LAWSON, MEGAN Continued... 96.60 437742 7/25/2019 134957 LEACH LAW OFFICE LLC 20,720.40 JUNE ATTORNEY FEES 497202 0656.001-6/19 1195.6103 PROFESSIONAL SERVICES LEGAL SERVICES 20,720.40 437743 7/25/2019 145580 LEHET, ERICK 178.00 REFUND 2242 496791 7.16.19 5101.4607 CLASS REGISTRATION ART CENTER REVENUES 178.00 437744 7/25/2019 135867 LIBATION PROJECT 1.50 497246 23475 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 128.00 497246 23475 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 129.50 437745 7/25/2019 145586 LUKNIC, JOHN 11.05 496932 00121605-015347 1007 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 11.05 437746 7/25/2019 141916 LUPULIN BREWING 142.00 497247 22435 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 142.00 437747 7/25/2019 134063 MANSFIELD OIL COMPANY 1,483.60 GAS 496877 MBINV-4440280 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 1,483.60 437748 7/25/2019 134646 MCGRATH, PATTY 290.58 MILEAGE JAN-MAY 497142 071719 5710.6107 MILEAGE OR ALLOWANCE EDINBOROUGH ADMINISTRATION 290.58 437749 7/25/2019 145582 MEMMER, AUSTIN 159.00 BOOTS 496933 071719 1470.6558 DEPT UNIFORMS FIRE DEPT. GENERAL 159.00 437750 7/25/2019 101483 MENARDS 134.64 PLYWOOD 495817 95708 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE Supplier 101346 HALL, KEVIN 134.64 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 54Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437750 7/25/2019 101483 MENARDS Continued... 437751 7/25/2019 101987 MENARDS 30.23 TILING SUPPLIES 496935 75879 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS 30.23 437752 7/25/2019 102281 MENARDS 217.16 ROSLAND SEWER LINE REPAIR PART 496934 919 5923.6530 REPAIR PARTS COLLECTION SYSTEMS 217.16 437753 7/25/2019 102481 MIDLAND HVAC LLC 62.72 80% PERMIT FEE REFUND 497115 172208 1495.4115 MECHANICAL PERMITS INSPECTIONS 62.72 437754 7/25/2019 101356 MIDWEST FENCE & MFG COMPANY 1,126.00 5641 WOODCREST FENCE REPLACE 497099 178812 04447.1705 CONSTR. IN PROGRESS Stormwater BMP Maintenance 1,126.00 437755 7/25/2019 145395 MILK AND HONEY, LLC 180.00 497051 5392 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 180.00 497052 5393 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 360.00 437756 7/25/2019 122772 MINGER CONSTRUCTION INC. 17,750.00 PAY #1 496798 888 5937.6103 PROFESSIONAL SERVICES INDIANHEAD LK VEGETATION CONTR 17,750.00 437757 7/25/2019 100913 MINNEAPOLIS & SUBURBAN SEWER & WATER 1,755.00 6341 ROLF SL 496878 35873 5913.6180 CONTRACTED REPAIRS DISTRIBUTION 1,755.00 437758 7/25/2019 145562 MINNEAPOLIS ELECTRICAL JATC 1,000.00 NFPA70E TRAINING 497138 17736 1281.6104 CONFERENCES & SCHOOLS TRAINING 1,000.00 437759 7/25/2019 103216 MINNEAPOLIS FINANCE DEPARTMENT 19,589.10 496799 431-0005.300-7/ 19 5913.6601 WATER PURCHASED DISTRIBUTION 19,589.10 437760 7/25/2019 145185 MINNESOTA EQUIPMENT 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 55Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437760 7/25/2019 145185 MINNESOTA EQUIPMENT Continued... 61.04 VBELT FOR MOWER DECK 497216 P61445 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 211.98 MOWER PART 497215 P97549 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 14.50 FUEL CAP 497214 P97550 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 60.15 BLADES 496801 P97551 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 222.73 WIPER MOTOR 496800 P97552 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 570.40 437761 7/25/2019 113638 MINNESOTA NATIVE LANDSCAPES INC. 600.00 BREDESEN BUCKTHORN 496802 20602 1644.6103 PROFESSIONAL SERVICES TREES & MAINTENANCE 600.00 437762 7/25/2019 112908 MINNESOTA ROADWAYS CO. 514.00 496803 81839 1301.6519 ROAD OIL GENERAL MAINTENANCE 514.00 437763 7/25/2019 101996 MINNESOTA TROPHIES & GIFTS 14.00 K9 PLAQUES 496804 40056 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 14.00 437764 7/25/2019 143052 MN/SCIA 205.00 DICK MNSCIA CONFERENCE 497113 072219 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL 205.00 437765 7/25/2019 140955 MODIST BREWING LLC 283.25 497249 6657 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 257.50 497248 E-6638 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 540.75 437766 7/25/2019 143339 MR CUTTING EDGE 75.00 SHARPEN ZAM BLADES 496940 1189 5521.6215 EQUIPMENT MAINTENANCE ARENA ICE MAINT 75.00 437767 7/25/2019 101696 MSP COMMUNICATIONS 1,600.00 WEDDING GUIDE 496805 2019-88225 5760.6122 ADVERTISING OTHER CENTENNIAL LAKES ADMIN EXPENSE 1,600.00 437768 7/25/2019 130266 MUNICODE 659.50 SUPPLEMENT 10, UPDATE 5 496806 00331069 1185.6103 PROFESSIONAL SERVICES LICENSING, PERMITS & RECORDS 659.50 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 56Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437769 7/25/2019 132591 MUSKA ELECTIRC COMPANY Continued... 892.95 CONNECT MOTOR FOR IRRIGATION 497147 23032 5422.6185 LIGHT & POWER MAINT OF COURSE & GROUNDS 892.95 437770 7/25/2019 136099 NATIONAL RESEARCH CENTER INC. 2,732.00 QUALITY OF LIFE SURVEY 496807 7261 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS 2,732.00 437771 7/25/2019 141215 NEGOCE LLC 1.50 496677 331091 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 120.00 496677 331091 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 121.50 437772 7/25/2019 100076 NEW FRANCE WINE CO. 6.00 497053 145804 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 300.00 497053 145804 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 10.00 496679 145805 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 508.00 496679 145805 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.00 496678 145815 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 64.00 496678 145815 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 890.00 437773 7/25/2019 142201 NORTHWEST LIGHTING SYSTEMS CO. 456.00 PAMELA LIGHTS 497093 111928 1646.6578 LAMPS & FIXTURES BUILDING MAINTENANCE 456.00 437774 7/25/2019 103578 OFFICE DEPOT 59.76 CLIPBOARDS 497153 312305627001.5410.6513 OFFICE SUPPLIES GOLF ADMINISTRATION 67.44 CLIPBOARDS AND PAPER 496808 339544349001 5510.6513 OFFICE SUPPLIES ARENA ADMINISTRATION 50.83 PAPER 496809 340342332001 5510.6513 OFFICE SUPPLIES ARENA ADMINISTRATION 178.03 437775 7/25/2019 102712 OFFICE OF MN.IT SERVICES 18.90 LANGUAGE LINE 497129 W19060649 1400.6204 TELETYPE SERVICE POLICE DEPT. GENERAL 18.90 437776 7/25/2019 142885 OLIPHANT BREWING 210.00 497054 3174 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 90.00 496680 3175 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 300.00 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 57Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437777 7/25/2019 132671 OLSON, BRIAN Continued... 170.52 496879 07102019 1280.6107 MILEAGE OR ALLOWANCE SUPERVISION & OVERHEAD 170.52 437778 7/25/2019 141965 OMNI BREWING COMPANY LLC 225.00 496681 4999 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 196.00 497055 E-5000 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 421.00 437779 7/25/2019 101659 ORKIN 183.00 HISTORICAL PEST 497210 181555941 1646.6103 PROFESSIONAL SERVICES BUILDING MAINTENANCE 153.42 GRANGE CAHILL PEST CONTROL 496944 182572866 1646.6103 PROFESSIONAL SERVICES BUILDING MAINTENANCE 27.32 RAMP PEST CONTROL 496943 182572955 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 26.28 RAMP PEST CONTROL 496942 182573874 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 32.10 EDINA ATHLETIC PAM PEST 496945 182574604 1646.6103 PROFESSIONAL SERVICES BUILDING MAINTENANCE 30.00 RAMP PEST CONTROL 496941 182574687 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 250.00 PW PEST 497209 189791223 1552.6103 PROFESSIONAL SERVICES CENT SVC PW BUILDING 702.12 437780 7/25/2019 100347 PAUSTIS WINE COMPANY 8.75 496682 57387 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 830.00 496682 57387 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 10.50 497057 57394 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 545.10 497057 57394 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.25 496685 57395 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 34.00 496685 57395 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 8.75 496683 57396 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 683.70 496683 57396 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.25 496684 57397 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 150.00 496684 57397 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2,274.30 437781 7/25/2019 100945 PEPSI-COLA COMPANY 725.46 PEPSI 496946 08699552 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 222.72 PEPSI 496948 93689653 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 462.70 497059 94398958 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 205.20 PEPSI 496947 94434802 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 401.00 497058 96561161 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,017.08 437782 7/25/2019 100743 PHILLIPS WINE & SPIRITS 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 58Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437782 7/25/2019 100743 PHILLIPS WINE & SPIRITS Continued... 58.30 497060 2584943 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 4,302.00 497060 2584943 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 17.85 496687 2584944 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 1,290.95 496687 2584944 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2.38 496686 2584945 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 275.20 496686 2584945 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 20.23 497061 2588864 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 999.20 497061 2588864 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 38.40 497064 2588865 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 15.47 496688 2588866 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 968.25 496688 2588866 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 14.28 497063 2588867 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 871.40 497063 2588867 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 4.76 497062 2588868 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 166.50 497062 2588868 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 38.08 497065 2588869 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 3,026.10 497065 2588869 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 4.76 497066 2588870 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 472.00 497066 2588870 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 12,586.11 437783 7/25/2019 130174 PIONEER MANUFACTURING COMPANY 1,556.45 PAINT 496949 INV725946 1642.6544 LINE MARKING POWDER FIELD MAINTENANCE 1,556.45 437784 7/25/2019 130926 PLANTSCAPE INC. 2,223.86 PLANT MAINTENANCE 496811 355166 5720.6620 TREES, FLOWERS, SHRUBS EDINBOROUGH OPERATIONS 2,223.86 437785 7/25/2019 100958 PLUNKETT'S PEST CONTROL 48.55 PEST CONTROL 496812 6336948 7411.6103 PROFESSIONAL SERVICES PSTF OCCUPANCY 48.55 437786 7/25/2019 143365 POPPITZ, RICHARD 351.07 UNIFORM RAIN GEAR 496813 071619RP 1553.6201 LAUNDRY EQUIPMENT OPERATION GEN 351.07 437787 7/25/2019 106072 PRAIRIE RESTORATIONS INC. 2,225.00 BRAEMAR GOLF COURSE 497101 19218 04449.1705 CONSTR. IN PROGRESS Natural Areas Maintenance 2,225.00 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 59Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437787 7/25/2019 106072 PRAIRIE RESTORATIONS INC.Continued... 437788 7/25/2019 130260 PROFORMA 978.98 PARADE SUPPLIES 496814 90M5202025 1100.6406 GENERAL SUPPLIES CITY COUNCIL 978.98 437789 7/25/2019 119439 QUALITY LAWN SPRINKLER SERVICES 421.34 62ND ST IRRIGATION REPAIR 497270 18534 01445.1705.21 CONSULTING INSPECTION W 62nd St 421.34 437790 7/25/2019 143536 R&H PAINTING, LLC 5,160.00 FRANCE AVE MH LINING 497136 976 5923.6180 CONTRACTED REPAIRS COLLECTION SYSTEMS 5,160.00 437791 7/25/2019 140950 RCM EQUIPMENT COMPANY LLC 150,893.00 497119 3753 421305.6710 EQUIPMENT REPLACEMENT STREET EQUIPMENT 11,000.00-CREDIT MEMO 496533 3754 421305.6710 EQUIPMENT REPLACEMENT STREET EQUIPMENT 139,893.00 437792 7/25/2019 102924 RDO EQUIPMENT CO. 122.89 OIL LINE, GASKETS, O RINGS 496950 P61061 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 122.89 437793 7/25/2019 138298 RED BULL DISTRIBUTION COMPANY INC. 510.00 497067 K-51693011 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 510.00 437794 7/25/2019 108672 REGENTS OF THE UNIVERSITY OF MINNESOTA 30.00 RABIES TEST 496818 2082851849 1450.6103 PROFESSIONAL SERVICES ANIMAL CONTROL 30.00 437795 7/25/2019 125936 REINDERS INC. 2,528.20 FERTILIZER 497094 3064782-00 1642.6540 FERTILIZER FIELD MAINTENANCE 2,528.20 437796 7/25/2019 145548 RIHM MOTOR COMPANY 78,837.09 SPRAY PATCHER 496881 DE-04609 421305.4721 SALE OF PROPERTY STREET EQUIPMENT 78,837.09 437797 7/25/2019 100980 ROBERT B. HILL CO. 161.24 HVAC FILTERS 497102 370959 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 60Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437797 7/25/2019 100980 ROBERT B. HILL CO.Continued... 184.20 SOFTENER SALT 497103 370960 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 172.72 SOFTENER SALT 497086 370961 5311.6406 GENERAL SUPPLIES POOL OPERATION 518.16 437798 7/25/2019 127774 ROOTSTOCK WINE COMPANY .75 496689 19-14270 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 61.98 496689 19-14270 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.50 497250 19-14414 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 126.00 497250 19-14414 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 190.23 437799 7/25/2019 137771 SAND CREEK GROUP LTD, THE 3,052.07 SUSAN H. AC COACHING 496819 SDC416-IN 1556.6104 CONFERENCES & SCHOOLS EMPLOYEE SHARED SERVICES 3,052.07 437800 7/25/2019 101431 SCAN AIR FILTER INC. 287.55 HVAC FILTERS 497104 146135 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 232.04 HVAC FILTERS 497105 146136 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 154.57 HVAC FILTERS 497106 146200 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 674.16 437801 7/25/2019 140798 SCHULTZ, ERIN 268.00 MINI HAWKS REFUND 497217 072219 1600.4390.22 MINI HAWKS PARK ADMIN. GENERAL 268.00 437802 7/25/2019 100349 SCOTT COUNTY 218.00 OUT OF COUNTY WARRANT 496820 07172019 1000.2055 DUE TO OTHER GOVERNMENTS GENERAL FUND BALANCE SHEET 218.00 437803 7/25/2019 143208 SECURIAN ASSET MANAGEMENT 6,730.45 2ND QTR INVESTMEN FEE 496821 06302019 1001.4706 INCOME ON INVESTMENTS GENERAL FUND REVENUES 6,730.45 437804 7/25/2019 100995 SEH 17,558.85 496822 370604 07154.1705 CONSTR. IN PROGRESS City Hall Speed Bump Project 378.71 496951 370606 07159.1705 CONSTR. IN PROGRESS Vernon/Interlachen Intersectio 6,957.03 496951 370606 05578.1705 CONSTR. IN PROGRESS Vernon Interlachen WM 715.34 496951 370606 04450.1705 CONSTR. IN PROGRESS Vernon/Interlachen Intersectio 5,975.19 496951 370606 9232.6133 PROFESS SERVICES-ENGINEERING CENTENNIAL TIF DISTRICT 32,280.42 496823 370607 03510.1705 CONSTR. IN PROGRESS SS Trunk Ext - York Phase 1 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 61Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437804 7/25/2019 100995 SEH Continued... 856.98 496824 370772 5925.6103 PROFESSIONAL SERVICES ENGINEER SERVICES - SEWER 64,722.52 437805 7/25/2019 132210 SERVICEMASTER OF MINNEAPOLIS 755.00 RAMP TRASH ROOM CLEANING 496952 62932 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 755.00 RAMP TRASH ROOM 496953 62984 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 1,510.00 437806 7/25/2019 145590 SEYMOUR, JOHN 100.00 496954 00086439-030689 9247 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 100.00 437807 7/25/2019 144980 SHARAB SHRUBS 87.00 497068 367409 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 87.00 437808 7/25/2019 100998 SHERWIN WILLIAMS CO. 153.09 PAINT 496955 4229-0 5911.6406 GENERAL SUPPLIES WELL PUMPS 153.09 437809 7/25/2019 120784 SIGN PRO 120.59 SIGNS 496956 14310 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 120.59 437810 7/25/2019 100999 SIGNAL SYSTEMS INC. 397.95 TIME 496957 13089467 5310.6105 DUES & SUBSCRIPTIONS POOL ADMINISTRATION 397.95 437811 7/25/2019 137482 SITEONE LANDSCAPE SUPPLY LLC 153.23 HOSES FOR WASHPAD 497151 92480294-0012 5422.6406 GENERAL SUPPLIES MAINT OF COURSE & GROUNDS 213.20 WEED KILLER 496825 92983799-001 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 213.20 WEED KILLER 496826 92983799-001 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 579.63 437812 7/25/2019 145570 SMALLEY, LAUREN 39.25 LTS REIMBURSMENT 497143 07162019.1 5510.6105 DUES & SUBSCRIPTIONS ARENA ADMINISTRATION 39.25 437813 7/25/2019 134693 SMITH, JULIA 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 62Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437813 7/25/2019 134693 SMITH, JULIA Continued... 88.71 REFUND 7/19 497128 72219 1600.4722.02 ATHLETIC FIELDS RENTAL PARK ADMIN. GENERAL 88.71 437814 7/25/2019 140283 SMSC ENTERPRISES 2,478.00 MULCH 496958 SALES0000000055 61 1643.6406 GENERAL SUPPLIES Greenhouse and horticulture 2,478.00 437815 7/25/2019 100430 SNAP-ON INDUSTRIAL 36.37 SOCKETS 496827 AFW/40549466 1553.6556 TOOLS EQUIPMENT OPERATION GEN 36.37 SOCKETS 496959 ARV/40549466 1553.6556 TOOLS EQUIPMENT OPERATION GEN 72.74 437816 7/25/2019 133014 SOCCER SHOTS 2,214.00 SOCCER SHOTS SUMMER 496963 07-16-2019.4 1626.6103 PROFESSIONAL SERVICES SPORTS CAMP 9,230.00 SOCCER SHOTS SUMMER 496964 07-16-2019.5 1626.6103 PROFESSIONAL SERVICES SPORTS CAMP 9,963.00 SOCCER SHOTS SUMMER 496960 7-16-2019 1626.6103 PROFESSIONAL SERVICES SPORTS CAMP 8,364.00 SOCCER SHOTS SUMMER 496961 7-16-2019.2 1626.6103 PROFESSIONAL SERVICES SPORTS CAMP 8,856.00 SOCCER SHOTS SUMMER 496962 7-16-2019.3 1626.6103 PROFESSIONAL SERVICES SPORTS CAMP 38,627.00 437817 7/25/2019 129587 SOLBERG, DAVID 200.00 2019 SAFETY BOOTS 496828 071819DS 1301.6610 SAFETY EQUIPMENT GENERAL MAINTENANCE 200.00 437818 7/25/2019 127878 SOUTHERN WINE AND SPIRITS 2,297.16 497251 1813788 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 34.40 497071 1839757 5842.5513 COST OF GOODS SOLD WINE YORK SELLING .80 497192 1840797 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 176.00 497192 1840797 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7.20 496690 1843443 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 408.00 496690 1843443 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.00 496692 1843444 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 1,344.00 496692 1843444 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET .80 496693 1843445 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 238.50 496693 1843445 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET .80 496698 18434454 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 201.00 496698 18434454 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET .16 496691 1843447 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 26.20 496691 1843447 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 63Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437818 7/25/2019 127878 SOUTHERN WINE AND SPIRITS Continued... 1.73 496704 1843448 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 395.80 496704 1843448 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 29.60 496703 1843449 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 2,560.00 496703 1843449 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.00 496707 1843450 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,344.00 496707 1843450 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 6.40 496708 1843451 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 864.00 496708 1843451 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 6.60 496706 1843452 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 768.93 496706 1843452 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 4.00 496705 1843453 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 2.40 496701 1843455 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 742.00 496701 1843455 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.80 496702 1843456 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 1,152.00 496702 1843456 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.00 496699 1843457 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 1,344.00 496699 1843457 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 4.00 496697 1843458 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 905.10 496697 1843458 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3.20 496700 1843459 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 320.00 496700 1843459 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.40 497070 1844849 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 81.00 497070 1844849 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 176.00 496694 5043939 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 9,240.00 496694 5043939 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 17.60 496695 5043943 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 324.80 497272 5043945 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 17,052.00 497272 5043945 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 12.00 496709 5043948 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 3,965.00 496709 5043948 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 308.00 497069 5043953 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 14,700.00 497069 5043953 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.00 496696 5043956 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 2,580.00 496696 5043956 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3.20 497191 5043957 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 63,691.58 437819 7/25/2019 134700 SPOK INC. 190.40 PAGERS 496829 C0319246S 1400.6151 EQUIPMENT RENTAL POLICE DEPT. GENERAL 190.40 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 64Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437819 7/25/2019 134700 SPOK INC.Continued... 437820 7/25/2019 101016 SRF CONSULTING GROUP INC 5,911.35 TRAFFIC STUDY 497120 12857.00-1 4422.6710 EQUIPMENT REPLACEMENT TRAFFIC STUDIES 5,911.35 437821 7/25/2019 145588 STACK INC 57.18 496967 00125365-034043 9001 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 57.18 437822 7/25/2019 133068 STEEL TOE BREWING LLC 327.00 496711 28768 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 369.00 497072 28769 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 285.75 496710 28770 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 981.75 437823 7/25/2019 104349 STRUCTURED NETWORK SOLUTIONS, INC. 1,745.80 PHYSICAL SECURITY WORK 496831 22300 1554.6103 PROFESSIONAL SERVICES CENT SERV GEN - MIS 1,745.80 437824 7/25/2019 101020 SUBURBAN TIRE & AUTO 165.60 TIRES 496833 10162671 1553.6583 TIRES & TUBES EQUIPMENT OPERATION GEN 165.60 437825 7/25/2019 122511 SWANK MOTION PICTURES INC. 615.00 MOVIE LICENSE-DWH 496834 2706184 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 615.00 437826 7/25/2019 145584 SWENDSEEN- CHRISTENSON, JANE 7.00 DAMAGE DEPOSIT REFUND 496835 071719 1000.2039 SALES & USE TAX PAYABLE GENERAL FUND BALANCE SHEET 93.00 DAMAGE DEPOSIT REFUND 496835 071719 1000.2065 DEPOSITS PAYABLE GENERAL FUND BALANCE SHEET 100.00 437827 7/25/2019 119864 SYSCO MINNESOTA 521.86 CONCESSION PRODUCT 496968 247546090 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 583.92 CONCESSION PRODUCT 496969 247549372 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 1,161.16 CONCESSION PRODUCT 496970 247552182 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 509.35 CONCESSION PRODUCT 496971 247555624 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 2,776.29 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 65Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437828 7/25/2019 118133 TCIC INC.Continued... 307.00 RADIO REPAIR LS 6 496836 94020 5921.6180 CONTRACTED REPAIRS SANITARY LIFT STATION MAINT 307.00 437829 7/25/2019 112362 TEAM LAB 1,980.00 SANITARY LS DEGREASE 496883 INV0015450 5921.6406 GENERAL SUPPLIES SANITARY LIFT STATION MAINT 2,467.00 SUPER BUGS 496883 INV0015450 5920.6406 GENERAL SUPPLIES SEWER CLEANING 4,447.00 437830 7/25/2019 115343 TEEMARK INC. 9,198.83 PERPETUITY PLAQUES 497144 20400 2410.6103 PROFESSIONAL SERVICES BRAEMAR MEMORIAL FUND 9,198.83 437831 7/25/2019 142465 THE ARBITRAGE GROUP INC 125.00 ARBITRAGE 2017A BONDS 496838 83050 3301.6103 PROFESSIONAL SERVICES PIR DS REVENUES 250.00 ARBITRAGE 2017A BONDS 496838 83050 5910.6103 PROFESSIONAL SERVICES GENERAL (BILLING) 125.00 ARBITRAGE 2017A BONDS 496838 83050 5932.6103 PROFESSIONAL SERVICES GENERAL STORM SEWER 500.00 ARBITRAGE 2017B BONDS 496837 83051 5410.6103 PROFESSIONAL SERVICES GOLF ADMINISTRATION 1,000.00 437832 7/25/2019 145593 THORBURN, WM 146.69 496972 00084451-029031 7005 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 146.69 437833 7/25/2019 123129 TIMESAVER OFF SITE SECRETARIAL INC. 323.50 PC MINUTES JUN. 26 496839 M24892 1185.6103 PROFESSIONAL SERVICES LICENSING, PERMITS & RECORDS 323.50 437834 7/25/2019 134673 TOTAL MECHANICAL SERVICES INC. 3,810.00 DEHUMIDIFIER REPAIR 496840 19268 5511.6180 CONTRACTED REPAIRS ARENA BLDG/GROUNDS 3,810.00 437835 7/25/2019 122302 TOUCHPOINT LOGIC LLC 282.00 HDMI SPLITTER FOR SLING STUDIO 496841 4700 421130.6710 EQUIPMENT REPLACEMENT COMMUNICATION EQUIPMENT 282.00 437836 7/25/2019 138732 TRADITION WINE & SPIRITS LLC 5.00 496712 19488 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 210.00 496712 19488 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 215.00 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 66Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437836 7/25/2019 138732 TRADITION WINE & SPIRITS LLC Continued... 437837 7/25/2019 145168 TSBL DISTRIBUTING 35.27 SMOOTHIE CLEANING SUPPLIES 496973 234527 5320.6406 GENERAL SUPPLIES POOL CONCESSIONS 320.00 SMOOTHIE PRODUCT 496842 234819 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 355.27 437838 7/25/2019 101360 TWIN CITY HARDWARE CO. 237.49 ROLL-UP DOOR LOCK REPAIR 496975 PS10035041 5311.6180 CONTRACTED REPAIRS POOL OPERATION 237.49 437839 7/25/2019 134220 U.S. DEPARTMENT OF AGRICULTURE 11.72 497203 3003163304 1450.6406 GENERAL SUPPLIES ANIMAL CONTROL 11.72 437840 7/25/2019 142790 UNDERGROUND UTILITY SPECIALTIES INC. 1,050.00 FLEX S KIT INSTALL 3 STR FRANC 496884 392 5923.6180 CONTRACTED REPAIRS COLLECTION SYSTEMS 1,050.00 437841 7/25/2019 119632 UNITED RENTALS INC. 611.10 CHAMP BANNER LIFT 496843 213389 5511.6103 PROFESSIONAL SERVICES ARENA BLDG/GROUNDS 611.10 437842 7/25/2019 131957 UNIVERSAL ATHLETIC BOZEMAN 79.98 SPIKE CLEANER 497109 150-0044872-01 1642.6406 GENERAL SUPPLIES FIELD MAINTENANCE 79.98 437843 7/25/2019 103048 US BANK 450.00 2018A PAYING AGENT FEE 496844 5401549 5910.6103 PROFESSIONAL SERVICES GENERAL (BILLING) 450.00 437844 7/25/2019 103048 US BANK 400.00 2017B PAYING AGENT FEE 496845 5401423 5410.6103 PROFESSIONAL SERVICES GOLF ADMINISTRATION 400.00 437845 7/25/2019 103048 US BANK 400.00 2017A PAYING AGENT FEE 496846 5401422 5910.6103 PROFESSIONAL SERVICES GENERAL (BILLING) 400.00 437846 7/25/2019 144209 VENN BREWING COMPANY LLC 175.50 496713 1214 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 67Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437846 7/25/2019 144209 VENN BREWING COMPANY LLC Continued... 175.50 497074 1215 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 175.50 497073 1226 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 526.50 437847 7/25/2019 102970 VERIZON WIRELESS 35.01 497177 9833190924 1100.6160 DATA PROCESSING CITY COUNCIL 35.01 497177 9833190924 1160.6406 GENERAL SUPPLIES FINANCE 35.01 497177 9833190924 1600.6105 DUES & SUBSCRIPTIONS PARK ADMIN. GENERAL 40.01 497177 9833190924 1140.6188 TELEPHONE PLANNING 70.02 497177 9833190924 1120.6188 TELEPHONE ADMINISTRATION 105.03 497177 9833190924 1130.6160 DATA PROCESSING COMMUNICATIONS 140.04 497177 9833190924 1646.6188 TELEPHONE BUILDING MAINTENANCE 140.04 497177 9833190924 1190.6188 TELEPHONE ASSESSING 148.04 497177 9833190924 1554.6188 TELEPHONE CENT SERV GEN - MIS 245.07 497177 9833190924 1260.6188 TELEPHONE ENGINEERING GENERAL 455.13 497177 9833190924 1495.6188 TELEPHONE INSPECTIONS 1,190.48 497177 9833190924 1400.6160 DATA PROCESSING POLICE DEPT. GENERAL 1,235.35 497177 9833190924 1470.6188 TELEPHONE FIRE DEPT. GENERAL 70.02 497177 9833190924 5422.6230 SERVICE CONTRACTS EQUIPMENT MAINT OF COURSE & GROUNDS 35.01 497177 9833190924 5760.6188 TELEPHONE CENTENNIAL LAKES ADMIN EXPENSE 70.02 497177 9833190924 5861.6188 TELEPHONE VERNON OCCUPANCY 70.02 497177 9833190924 5841.6188 TELEPHONE YORK OCCUPANCY 70.02 497177 9833190924 5821.6188 TELEPHONE 50TH ST OCCUPANCY 875.25 497177 9833190924 5910.6188 TELEPHONE GENERAL (BILLING) 51.44 497178 9833246854 1470.6188 TELEPHONE FIRE DEPT. GENERAL 51.44 497178 9833246854 1322.6185 LIGHT & POWER STREET LIGHTING ORNAMENTAL 83.32 497178 9833246854 1640.6188 TELEPHONE PARK MAINTENANCE GENERAL 991.35 497178 9833246854 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 248.14 497178 9833246854 5910.6188 TELEPHONE GENERAL (BILLING) 41.88 497178 9833246854 7411.6188 TELEPHONE PSTF OCCUPANCY 6,532.15 437848 7/25/2019 101063 VERSATILE VEHICLES INC. 577.90 CLUTCH FOR UTILITY CART 497154 25249 5422.6530 REPAIR PARTS MAINT OF COURSE & GROUNDS 577.90 437849 7/25/2019 101064 VESSCO INC. 4,665.50 ALTITUDE VALVE REPAIR 496885 77058 5914.6180 CONTRACTED REPAIRS TANKS TOWERS & RESERVOIR 4,665.50 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 68Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437850 7/25/2019 133629 VON HANSONS MEATS Continued... 196.97 CONCESSIONS FOOD 496848 115278 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 196.97 437851 7/25/2019 104106 WAACK, SUSAN 284.60 JULY WELLNESS EVENT 496849 07052019 1556.6218 EDUCATION PROGRAMS EMPLOYEE SHARED SERVICES 284.60 437852 7/25/2019 106699 WALSER CHRYSLER JEEP 133.60 MOLDIN TEST 496850 673008 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 133.60 437853 7/25/2019 103088 WASTE MANAGEMENT OF WI-MN 109.37 FS2 496886 0056555-2808-0 1481.6182 RUBBISH REMOVAL YORK FIRE STATION 117.73 VV PARK 496886 0056555-2808-0 1645.6182 RUBBISH REMOVAL LITTER REMOVAL 143.95 FS1 496886 0056555-2808-0 1470.6182 RUBBISH REMOVAL FIRE DEPT. GENERAL 148.70 SEN CTR 496886 0056555-2808-0 1628.6182 RUBBISH REMOVAL SENIOR CITIZENS 378.73 CITY HALL 496886 0056555-2808-0 1551.6182 RUBBISH REMOVAL CITY HALL GENERAL 510.79 COUTNEY FIELD 496886 0056555-2808-0 1645.6182 RUBBISH REMOVAL LITTER REMOVAL 1,031.83 PW MAINT 496886 0056555-2808-0 1301.6182 RUBBISH REMOVAL GENERAL MAINTENANCE 1,031.83 PW BLDG 496886 0056555-2808-0 1552.6182 RUBBISH REMOVAL CENT SVC PW BUILDING 1,128.80 ROS PARK 496886 0056555-2808-0 1645.6182 RUBBISH REMOVAL LITTER REMOVAL 119.00 ART CENTER 496886 0056555-2808-0 5111.6182 RUBBISH REMOVAL ART CENTER BLDG/MAINT 105.08 GOLF DOME 496886 0056555-2808-0 5210.6182 RUBBISH REMOVAL GOLF DOME PROGRAM 485.33 POOL 496886 0056555-2808-0 5311.6182 RUBBISH REMOVAL POOL OPERATION 567.93 BRAE MAINT 496886 0056555-2808-0 5422.6182 RUBBISH REMOVAL MAINT OF COURSE & GROUNDS 733.40 CLUB HOUSE 496886 0056555-2808-0 5420.6182 RUBBISH REMOVAL CLUB HOUSE 860.71 BRAE ARENA 496886 0056555-2808-0 5511.6182 RUBBISH REMOVAL ARENA BLDG/GROUNDS 139.67 GV LIQ 496886 0056555-2808-0 5861.6182 RUBBISH REMOVAL VERNON OCCUPANCY 142.89 YORK LIQ 496886 0056555-2808-0 5841.6182 RUBBISH REMOVAL YORK OCCUPANCY 7,755.74 437854 7/25/2019 137134 WEIERS, STEVE 200.00 SAFTEY BOOTS 497132 072219SW 1301.6610 SAFETY EQUIPMENT GENERAL MAINTENANCE 200.00 437855 7/25/2019 145603 WHALEN, GERALD 172.43 497204 00121107-016501 6192 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 172.43 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 69Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437856 7/25/2019 101312 WINE MERCHANTS Continued... 35.69 497079 7242716 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 4,785.91 497079 7242716 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.57 496719 7242717 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 59.25 496719 7242717 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1.19 496718 7243829 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 810.00 496718 7243829 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.38 497080 7243830 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 192.00 497080 7243830 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 10.71 497081 7243831 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 901.00 497081 7243831 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 6,801.70 437857 7/25/2019 144412 WINEBOW 10.50 497082 62573 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,752.00 497082 62573 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.50 496720 MN00062591 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 424.00 496720 MN00062591 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,190.00 437858 7/25/2019 130471 WINFIELD SOLUTIONS LLC 1,491.60 HERBICIDES FOR WEEDS 497148 63286710 5422.6545 CHEMICALS MAINT OF COURSE & GROUNDS 1,491.60 437859 7/25/2019 145606 WOODBURY, LESLEY 244.00 MULTI SPORT REFUND 497218 072219 1600.4390.22 MINI HAWKS PARK ADMIN. GENERAL 244.00 437860 7/25/2019 142220 WOODEN HILL BREWING COMPANY 487.45 496723 1709 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 311.40 496721 1710 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 557.10 496722 1711 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,355.95 437861 7/25/2019 145577 YU, ZHIHUA 134.00 REFUND 2241 496852 7.16.19 5101.4607 CLASS REGISTRATION ART CENTER REVENUES 134.00 437862 8/1/2019 142327 56 BREWING, LLC 96.00 497743 5606595 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 96.00 497477 5606596 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 70Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437862 8/1/2019 142327 56 BREWING, LLC Continued... 192.00 497604 5606597 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 384.00 437863 8/1/2019 120576 A-1 FOAM & UPHOLSTERY 514.00 REUPHOLSTER CHAIRS 497393 1118 5511.6180 CONTRACTED REPAIRS ARENA BLDG/GROUNDS 514.00 437864 8/1/2019 135922 ACUSHNET COMPANY 171.25 MERCHANDISE 497487 907805754 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 171.25 437865 8/1/2019 143557 ADIDAS AMERICA INC. 105.00 MERCHANDISE 497482 6178151921 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 105.00 437866 8/1/2019 105162 ADT SECURITY SERVICES 118.11 497444 5813499-7/19 5111.6103 PROFESSIONAL SERVICES ART CENTER BLDG/MAINT 118.11 437867 8/1/2019 130792 AIRGAS NATIONAL CARBONATION 472.86 CO2 497456 9091038575 5330.6545 CHEMICALS FLOWRIDER 472.86 437868 8/1/2019 145628 ALLENBURG, ERICA 179.45 497494 00110166-015373 6008 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 179.45 437869 8/1/2019 141174 ALLIED 100 LLC 238.00 INFANT/CHILD AED PADS 497713 1463048 5310.6610 SAFETY EQUIPMENT POOL ADMINISTRATION 238.00 437870 8/1/2019 141960 AMAZON CAPITAL SERVICES 7.22 FRAMES 497584 11GX-DMMG-3CXG 1130.6406 GENERAL SUPPLIES COMMUNICATIONS 34.76 PAINT 497417 13JH-TGYG-QKL9 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 22.59 IT SUPPLIES 497587 13N7-37RC-1NGA 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 131.99-RETURN OF DEFECTIVE DRIVE 497663 13N7-37RC-JMNP 4629.6710 EQUIPMENT REPLACEMENT Police Forensic Equipment 159.80 VEHICLE PARTS (INSPECTORS)497740 13N7-94PF-16XD 1470.6530 REPAIR PARTS FIRE DEPT. GENERAL 319.87 CORDS FOR RAMSEY AND INV 497661 199W-Y3T4-6JMW 1400.6160 DATA PROCESSING POLICE DEPT. GENERAL 20.19 NAME BADGES 497585 199W-Y3T4-JNNY 1130.6406 GENERAL SUPPLIES COMMUNICATIONS 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 71Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437870 8/1/2019 141960 AMAZON CAPITAL SERVICES Continued... 42.99 USB C HUB 497662 199W-Y3T4-JWGC 1400.6160 DATA PROCESSING POLICE DEPT. GENERAL 17.91 497437 1CCQ-RF7K-C3FN 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 35.58 497439 1CCQ-RF7K-LGTQ 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 19.99 497440 1CNM-ML46-4PLW 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 34.99 SOCKET SET 497379 1F9X-JYYQ-CCDJ 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN 37.74 SIGNS FOR BUILDING 497449 1F9X-JYYQ-K39D 1628.6513 OFFICE SUPPLIES SENIOR CITIZENS 39.99 HOSE NOZZLE 497414 1F9X-JYYQ-KPFH 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 240.68 MUFFLER 497373 1FLX-6H3R-GC9V 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 4.46 497435 1K93-LLLY-QLWK 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 54.54 AWNING CRANK 497480 1NHX-Q3VW-XPNQ 5420.6406 GENERAL SUPPLIES CLUB HOUSE 164.99 HDD FOR NEW TOWER 497410 1NNW-W9DM-7WKT 4629.6710 EQUIPMENT REPLACEMENT Police Forensic Equipment 33.99 497438 1PMK-3KFL-1VRJ 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 111.69 HDD DOCK AND CORDS FOR FORENSI 497409 1PMK-3KFL-P449 1400.6160 DATA PROCESSING POLICE DEPT. GENERAL 390.90 IT SUPPLIES 497586 1Q16-6FTK-WPQL 1554.6406 GENERAL SUPPLIES CENT SERV GEN - MIS 2,399.98 POND PUMPS 497430 1WLM-P3VJ-79QV 5761.6530 REPAIR PARTS CENTENNIAL LAKES OPERATING 238.00 CORDLESS SANDERS 497428 1X9M-C3TV-379H 5761.6556 TOOLS CENTENNIAL LAKES OPERATING 5.74 497436 1XTX-KY71-GPCD 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 147.75 497441 1YK3-JWHT-M164 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 168.36 3 WALL MOUNT FANS 497453 1YRW-G4RF-3FKJ 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS 4,622.71 437871 8/1/2019 145642 AMERICAN DANCE ENSEMBLE 150.00 CLP PERFORMANCE 8/19/2019 497664 CLP PERFORMANCE 8/19/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 150.00 437872 8/1/2019 132360 AMERICAN LIBERTY CONSTRUCTION INC. 238,662.88 ARDEN SHELTER APPLICATION #3 497538 ARDEN PARK NEW SHELTER 3 47106.6710 EQUIPMENT REPLACEMENT Arden Park Shelter and Imp 238,662.88 437873 8/1/2019 101115 AMERIPRIDE SERVICES INC. 152.69 497518 1004506171 5861.6406 GENERAL SUPPLIES VERNON OCCUPANCY 143.93 497519 1004506180 5821.6162 SERVICES CUSTODIANS 50TH ST OCCUPANCY 253.06 497513 1004537454 1551.6201 LAUNDRY CITY HALL GENERAL 549.68 437874 8/1/2019 145613 AMUNDSON, ROB 13.14 497498 00122956-034035 0006 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 72Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437874 8/1/2019 145613 AMUNDSON, ROB Continued... 13.14 437875 8/1/2019 100630 ANCHOR PAPER COMPANY 825.00 CITY HALL OFFICE PAPER 497510 10595177-00 1130.6406 GENERAL SUPPLIES COMMUNICATIONS 825.00 437876 8/1/2019 102109 ANCOM TECHNICAL CENTER 314.90 FIRE ALERTING RADIO ANTENNAS 497551 87321 2310.6406 GENERAL SUPPLIES E911 314.90 437877 8/1/2019 137556 ARCHITECTURE FIELD OFFICE 1,931.25 DEVELOPMENT REVIEWS 497400 201910 1140.6103 PROFESSIONAL SERVICES PLANNING 1,931.25 437878 8/1/2019 132031 ARTISAN BEER COMPANY 248.80 497334 3361253 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,106.35 497608 3361254 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,355.15 437879 8/1/2019 118758 ASTLEFORD INTERNATIONAL 213.87 CONTRACTED REPAIR 496494 C317698 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 380.00 CONTRACTED REPAIR 497734 C317698.2 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 468.59-CREDIT MEMO 496495 T452382 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 125.28 437880 8/1/2019 101718 AUTO PLUS - FORMERLY PARTS PLUS 87.64 FILTERS 497590 038000018 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 8.79 BELT 497589 038000140 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 19.56 FILTER 497591 038099909 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 34.56 FILTER 497588 038099953 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 150.55 437881 8/1/2019 100637 AUTOMOBILE SERVICE CO. 159.95 CONTRACTED REPAIR 497415 1496 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 159.95 437882 8/1/2019 103241 BALDINGER, WENDY 250.00 CLP PERFORMANCE 8/22/2019 497665 CLP PERFORMANCE 8/22/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 250.00 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 73Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437882 8/1/2019 103241 BALDINGER, WENDY Continued... 437883 8/1/2019 102195 BATTERIES PLUS 259.98 BATTERIES 497372 P16860408 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 259.98 437884 8/1/2019 141556 BELLIN CONSTRUCTION SERVICES 2,500.00 DEMO ESCROW REFUND 497738 ED170192 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 2,500.00 437885 8/1/2019 139473 BENGTSON, MIKE 791.96 RETIRED K9 IKE EXPENSES 497572 07/20/2019 4607.6406 GENERAL SUPPLIES EDINA CRIME FUND K9 DONATION 800.60 K9 GRYF EXPENSES 497571 07-20-2019 4607.6406 GENERAL SUPPLIES EDINA CRIME FUND K9 DONATION 1,592.56 437886 8/1/2019 131191 BERNATELLO'S PIZZA INC. 780.00 PIZZA 497696 4830542 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 390.00 PIZZA 497695 4830734 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 234.00 CONCESSIONS FOOD 497389 4831557 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 780.00 PIZZA 497694 4832012 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 2,184.00 437887 8/1/2019 125139 BERNICK'S 2,702.10 497553 517642 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,786.30 497280 519331 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 20.00 497613 519332 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,451.58 497614 519333 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 24.60 497749 519334 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 6,984.58 437888 8/1/2019 143097 BERRYDUNN 1,480.00 ERP CONSULTANT 497411 382457 4627.6103 PROFESSIONAL SERVICES ERP System 1,480.00 437889 8/1/2019 122599 BIOLAWN 2,116.00 WEED TREATMENTS 497542 07192019 1643.6103 PROFESSIONAL SERVICES Greenhouse and horticulture 2,116.00 437890 8/1/2019 122248 BLICK ART MATERIALS 54.71 497446 232492 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 64.55 497459 232717 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 74Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437890 8/1/2019 122248 BLICK ART MATERIALS Continued... 10.95 497460 232813 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 130.21 437891 8/1/2019 131967 BOLLIG & SONS 2,500.00 REFUND ESCROW FROM DEMO 497737 ED167731 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 2,500.00 437892 8/1/2019 145631 BONVINO, CHRIS 14.00 DAMAGE DEPOSIT REFUND 497353 072419 1000.2039 SALES & USE TAX PAYABLE GENERAL FUND BALANCE SHEET 186.00 DAMAGE DEPOSIT REFUND 497353 072419 1000.2065 DEPOSITS PAYABLE GENERAL FUND BALANCE SHEET 200.00 437893 8/1/2019 119351 BOURGET IMPORTS 5.25 497752 162863 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 328.00 497752 162863 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5.25 497615 162888 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 312.00 497615 162888 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 650.50 437894 8/1/2019 117040 BOYER TRUCKS 73.00 VALVE 497376 870280X1 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 318.68 SLACK ADJUSTERS 497592 870742 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 391.68 437895 8/1/2019 145618 BRAUN, MICHAEL 35.28 497503 00085247-030458 3001 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 35.28 437896 8/1/2019 124291 BREAKTHRU BEVERAGE MINNESOTA 6.90 497282 1061003849 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 1,270.26 497282 1061003849 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 9.20 497281 1081003847 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 684.48 497281 1081003847 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5.75 497284 1081003848 5822.5515 COST OF GOODS SOLD MIX 50TH ST SELLING 134.80 497284 1081003848 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 7.00 497283 1081003850 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 476.50 497283 1081003850 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.15 497617 1081003851 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 72.00 497617 1081003851 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 75Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437896 8/1/2019 124291 BREAKTHRU BEVERAGE MINNESOTA Continued... 5.94 497619 1081003852 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 386.78 497619 1081003852 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 4.60 497618 1081003853 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 335.15 497618 1081003853 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 5.75 497620 1081003874 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1,058.55 497620 1081003874 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2.30 497616 1081003875 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 67.50 497616 1081003875 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 4,534.61 437897 8/1/2019 124529 BREAKTHRU BEVERAGE MINNESOTA BEER LLC 5,364.00 497754 1091032313 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,458.00 497622 1091032949 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 48.55-497621 R09274610 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 7,773.45 437898 8/1/2019 103299 BROOKLYN COMMUNITY BAND 150.00 CLP PERFORMANCE 8/26/2019 497666 CLP PERFORMANCE 8/26/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 150.00 437899 8/1/2019 122250 BROWN, JEFF 175.16 MILEAGE 497574 072619 1490.6107 MILEAGE OR ALLOWANCE PUBLIC HEALTH 175.16 437900 8/1/2019 145549 BRUESKE, JEFF 200.00 CLP PERFORMANCE 8/20/2019 497667 CLP PERFORMANCE 8/20/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 200.00 437901 8/1/2019 130485 BRUESKE, TARA 200.00 CLP MARKET 8/29/2019 497668 CLP MARKET 8/29/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 200.00 437902 8/1/2019 130485 BRUESKE, TARA 200.00 CLP MARKET 9/12/2019 497669 CLP MARKET 9/12/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 200.00 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 76Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437903 8/1/2019 103244 BURTIS, ROBERT Continued... 250.00 CLP PERFORMANCE 8/29/2019 497670 CLP PERFORMANCE 8/29/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 250.00 437904 8/1/2019 145626 BUSCEMI, TASHA 146.73 497492 124606-02002530 00 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 146.73 437905 8/1/2019 138462 CAGLEY, BILL 200.00 CLP MARKET 9/5/2019 497671 CLP MARKET 9/5/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 200.00 437906 8/1/2019 102149 CALLAWAY GOLF 553.50 MERCHANDISE 497481 930635114 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 1,179.36 MERCHANDISE 497554 930657083 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 1,732.86 437907 8/1/2019 123615 CANADA GOOSE MANAGEMENT INC. 7,985.00 GOOSE REMOVAL SERVICES 497427 201909 1647.6103 PROFESSIONAL SERVICES PATHS & HARD SURFACE 7,985.00 437908 8/1/2019 119455 CAPITOL BEVERAGE SALES 48.55 497756 2294466 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 927.00 497757 2294468 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 975.55 437909 8/1/2019 144890 CAROL ZIMMERMAN 200.00 CLP MARKET 8/22/2019 497672 CLP MARKET 8/22/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 200.00 437910 8/1/2019 145552 CEF EDINA COMMUNITY SOLAR, LLC 23.46 497478 6/2019 1552.6185 LIGHT & POWER CENT SVC PW BUILDING 23.46 437911 8/1/2019 101515 CEMSTONE PRODUCTS CO. 1,155.00 REDIE MIX CONCRETE 497473 C2059058 5932.6520 CONCRETE GENERAL STORM SEWER 3,935.00 REDIE MIX CONCRETE 497716 C2060919 5913.6520 CONCRETE DISTRIBUTION 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 77Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437911 8/1/2019 101515 CEMSTONE PRODUCTS CO.Continued... 4,025.00 CONCRETE REDIE MIX 497717 C2061878 5913.6520 CONCRETE DISTRIBUTION 335.00 HVAC REFRIGERANT 497550 C2061879 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 700.00 REDIE MIX CONCRETE 497744 C2063457 5932.6520 CONCRETE GENERAL STORM SEWER 10,150.00 437912 8/1/2019 142533 CES IMAGING 69.75 CANON LEASE 497575 INV103374 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 209.25 CANON LEASE 497575 INV103374 1260.6406 GENERAL SUPPLIES ENGINEERING GENERAL 279.00 437913 8/1/2019 142028 CINTAS CORPORATION 117.29 LINENS; CART TOWELS 497556 4026210831 5421.6201 LAUNDRY GRILL 15.12 RUG SERVICE 497395 4026297861 5511.6511 CLEANING SUPPLIES ARENA BLDG/GROUNDS 13.44 SHOP RAGS 497555 4026297868 5422.6201 LAUNDRY MAINT OF COURSE & GROUNDS 15.26 RENTAL UNIFORM 497448 4026419209 1301.6201 LAUNDRY GENERAL MAINTENANCE 40.23 LAUNDRY 497424 4026419334 1552.6511 CLEANING SUPPLIES CENT SVC PW BUILDING 57.10 RENTAL UNIFORM 497422 4026419366 1301.6201 LAUNDRY GENERAL MAINTENANCE 34.70 RENTAL UNIFORM 497423 4026419368 5913.6201 LAUNDRY DISTRIBUTION 46.32 RENTAL UNIFORM 497425 4026419414 1553.6201 LAUNDRY EQUIPMENT OPERATION GEN 66.32-CREDIT MEMO 497530 CREDIT 1553.6201 LAUNDRY EQUIPMENT OPERATION GEN 273.14 437914 8/1/2019 118580 CITY OF EDINA 310.00 POOL & TRACK PASSES HOTEL 497454 81473 5710.6575 PRINTING EDINBOROUGH ADMINISTRATION 310.00 437915 8/1/2019 122084 CITY OF EDINA - UTILITIES 112.78 NORTH RAMP EXPENSE-UTILITIES 497557 0200819007 9210.6710 EQUIPMENT REPLACEMENT HRA ADMINISTRATION 112.78 437916 8/1/2019 100012 CORE & MAIN 4,739.25 70TH&TRACEY HYDRYANT REPLACE 497720 K905988 5913.6530 REPAIR PARTS DISTRIBUTION 4,739.25 437917 8/1/2019 140999 CORE-MARK MIDCONTINENT INC. 507.64 CONCESSIONS FOOD 497593 7209147 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 507.64 437918 8/1/2019 120032 CORPORATE MECHANICAL 534.25 STA. 1 AC REPAIR 497474 W34999 1470.6530 REPAIR PARTS FIRE DEPT. GENERAL 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 78Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437918 8/1/2019 120032 CORPORATE MECHANICAL Continued... 534.25 437919 8/1/2019 100402 CROW WING COUNTY 500.00 OUT OF COUNTY WARRANT 497727 07302019 1000.2055 DUE TO OTHER GOVERNMENTS GENERAL FUND BALANCE SHEET 500.00 437920 8/1/2019 133169 DAIKIN APPLIED 726.35 SERVICE ON DESERT AIR 497711 3230220 5720.6180 CONTRACTED REPAIRS EDINBOROUGH OPERATIONS 726.35 437921 8/1/2019 100718 DELEGARD TOOL CO. 286.41 AIR COOLER TESTER 497594 143774 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN 286.41 437922 8/1/2019 140923 DIRTY SHORTS BRASS BAND 150.00 CLP PERFORMANCE 8/14/2019 497673 CLP PERFORMANCE 8/14/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 150.00 437923 8/1/2019 100730 DORSEY & WHITNEY LLP 12,261.50 NORTH RAMP EXPENSE-LEGAL 497558 3510318 9243.6710 EQUIPMENT REPLACEMENT 50TH AND FRANCE 2 TIF DISTRICT 12,261.50 437924 8/1/2019 145615 DUCHON, AARON 31.26 497500 00120745-030550 7001 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 31.26 437925 8/1/2019 145623 DYE, BRYAN 91.27 497508 00117812-033103 2001 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 91.27 437926 8/1/2019 137540 EMSL ANALYTICAL INC. 189.00 LEAD TESTS 497403 95127906 7412.6103 PROFESSIONAL SERVICES PSTF RANGE 189.00 437927 8/1/2019 100146 FACTORY MOTOR PARTS COMPANY 254.56 FITTINGS, CONNECTORS 497369 1-6026623 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 156.46 LININGS, ROTORS 497368 1-6026657 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 79Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437927 8/1/2019 100146 FACTORY MOTOR PARTS COMPANY Continued... 79.33 RADIATOR 497674 1-6033955 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 131.84 ROTORS 497367 19-821408 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 77.37 BATTERY 497412 69-356309 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 156.46 ROTORS, LINING 497595 69-356593 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 117.01 BATTERY 497375 69-357029 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 114.95 ANNUAL PROGRAM 497420 69-357032 1552.6103 PROFESSIONAL SERVICES CENT SVC PW BUILDING 130.70 ROTORS 497596 69-357353 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 131.84 ROTORS 497366 74-221380 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 1,350.52 437928 8/1/2019 106035 FASTENAL COMPANY 43.09 PD DETENTION CHAIR 497450 MNTC2158563 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 8.19 PD DETENTION CHAIR 497451 MNTC2158577 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 93.18 497772 MNTC2158722 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 130.66 DRILL SET JS 497452 MNTC2158735 1321.6556 TOOLS STREET LIGHTING REGULAR 275.12 437929 8/1/2019 126004 FERGUSON WATERWORKS 3,452.49 SL SUPPLIES 497721 0336977 5913.6406 GENERAL SUPPLIES DISTRIBUTION 90.58-REFUND 497539 CM027065-2 #2 5917.6406 GENERAL SUPPLIES METER REPAIR 2,906.40-REFUND 497736 CM-SPREADSHEET 5917.6406 GENERAL SUPPLIES METER REPAIR 455.51 437930 8/1/2019 145585 FJETLAND, JAMIE 417.67 NON-CITY PAYMENT 497576 07122019 5901.4626 SALE OF WATER UTILITY REVENUES 417.67 437931 8/1/2019 145646 FONTANA, JOSIE 70.00 SMALL WONDERS REFUND 497773 072919 1600.4390.67 ENVIRONMENTAL EDUCATION PARK ADMIN. GENERAL 70.00 437932 8/1/2019 145648 FONTANA, JOSIE 106.00 REFUND CAMP AI 497774 7.30.19 5101.4607 CLASS REGISTRATION ART CENTER REVENUES 106.00 437933 8/1/2019 137685 FORTERRA PIPE & PRECAST 2,627.00 CB STRUCTURES 497725 ST00013166 5932.6536 CASTINGS GENERAL STORM SEWER 2,627.00 437934 8/1/2019 102456 GALLS INC. 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 80Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437934 8/1/2019 102456 GALLS INC.Continued... 1,038.11 NEW CSO 497577 BC0885551 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 130.00 BIKE EQUIPMENT 497578 BC0887747 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 1,168.11 437935 8/1/2019 143192 GATOR GARB PROMOTIONS 615.26 497526 73614-1 5410.6122 ADVERTISING OTHER GOLF ADMINISTRATION 615.26 437936 8/1/2019 100775 GENERAL SPORTS CORPORATION 344.00 STAFF UNIFORMS 497597 95271 5511.6103 PROFESSIONAL SERVICES ARENA BLDG/GROUNDS 100.00 STAFF UNIFORMS 497597 95271 5553.6103 PROFESSIONAL SERVICES SPORTS DOME BLDG&GROUNDS 444.00 437937 8/1/2019 145633 GERMANN-TOOLEY, LEZLIE 75.00 GARDEN CAMP REFUND 497355 072419 1600.4390.70 YOUTH PROGRAMS PARK ADMIN. GENERAL 75.00 437938 8/1/2019 101103 GRAINGER 43.00 BROOMS, HANDLES, PLASTIC FORKS 497374 9240725359 1301.6556 TOOLS GENERAL MAINTENANCE 152.00 BROOMS, HANDLES, PLASTIC FORKS 497374 9240725359 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 214.40 BROOMS, HANDLES, PLASTIC FORKS 497374 9240725359 1553.6406 GENERAL SUPPLIES EQUIPMENT OPERATION GEN 47.23 SAFETY GLASSES 497416 9241545681 1301.6610 SAFETY EQUIPMENT GENERAL MAINTENANCE 49.46 CABLE 497559 9242792688 5420.6406 GENERAL SUPPLIES CLUB HOUSE 47.10 REPAIR PARTS HVAC 497405 9242936798 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 142.44 HEARING PROTECTION 497733 9244160009 1641.6406 GENERAL SUPPLIES MOWING 695.63 437939 8/1/2019 124711 GRANDVIEW TIRE & AUTO - CAHILL 234.85 CONTRACTED REPAIR 497413 153026 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 234.85 437940 8/1/2019 102125 GREG LESSMAN SALES 556.62 MERCHANDISE 497484 66176 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 348.92 MERCHANDISE 497483 66195 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 905.54 437941 8/1/2019 145619 GRINAKER, KATRIN 37.76 497504 00120047-012018 8000 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 37.76 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 81Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437941 8/1/2019 145619 GRINAKER, KATRIN Continued... 437942 8/1/2019 138241 GROWLER MAGAZINE, THE 250.33 497521 1947-R 5822.6122 ADVERTISING OTHER 50TH ST SELLING 250.33 497521 1947-R 5842.6122 ADVERTISING OTHER YORK SELLING 250.34 497521 1947-R 5862.6122 ADVERTISING OTHER VERNON SELLING 250.00 497522 2181-R 5842.6122 ADVERTISING OTHER YORK SELLING 250.33 497522 2181-R 5822.6122 ADVERTISING OTHER 50TH ST SELLING 250.67 497522 2181-R 5862.6122 ADVERTISING OTHER VERNON SELLING 107.83 497523 2234-R 5822.6122 ADVERTISING OTHER 50TH ST SELLING 107.83 497523 2234-R 5842.6122 ADVERTISING OTHER YORK SELLING 107.84 497523 2234-R 5862.6122 ADVERTISING OTHER VERNON SELLING 1,825.50 437943 8/1/2019 129108 HAAG COMPANIES INC. 36.00 SOD 497544 4-367277 1642.6547 SEED FIELD MAINTENANCE 36.00 437944 8/1/2019 145627 HAAG, THOMAS 155.00 497493 00124097-034228 4003 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 155.00 437945 8/1/2019 102426 HALE, WILLIAM 250.00 CLP PEROFMRANCE 8/27/2019 497675 CLP PERFORMANCE 8/27/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 250.00 437946 8/1/2019 100797 HAWKINS INC. 6,196.83 WATER CHEMICALS 497719 4543994 5915.6586 WATER TREATMENT SUPPLIES WATER TREATMENT 6,196.83 437947 8/1/2019 100798 HAYDEN-MURPHY EQUIPMENT 7,900.00 497707 R37998 1314.6518 BLACKTOP STREET RENOVATION 7,900.00 437948 8/1/2019 143563 HEADFLYER BREWING 126.00 497337 E-1416 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 126.00 497627 E-1418 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 252.00 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 82Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437949 8/1/2019 100799 HEDBERG SUPPLY Continued... 608.20 SIDEWALK PAVERS 497529 1059041 4090.6406 GENERAL SUPPLIES 50TH&FRANCE MAINTENANCE 608.20 437950 8/1/2019 144015 HGA 10,378.82 CITY HALL SPACE NEEDS STUDY 497426 199630 4630.6710 EQUIPMENT REPLACEMENT CH Security & Eff. - Phase 1 10,378.82 437951 8/1/2019 104375 HOHENSTEINS INC. 30.00 497761 153708 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 750.00 497760 153712 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 780.00 437952 8/1/2019 100417 HORIZON COMMERCIAL POOL SUPPLY 493.27 CHLORINE, ACID 497699 190712062 5720.6545 CHEMICALS EDINBOROUGH OPERATIONS 493.27 437953 8/1/2019 100808 HORWATH, THOMAS 287.10 MILES 497352 07-22-2019 1644.6107 MILEAGE OR ALLOWANCE TREES & MAINTENANCE 287.10 437954 8/1/2019 119998 HOVLAND, JAMES 1,515.60 REIMB USCM EXPENSES 497383 072519 1100.6104 CONFERENCES & SCHOOLS CITY COUNCIL 1,515.60 437955 8/1/2019 129430 HYDROTECH SYSTEMS LTD 190.17 SACRIFICIAL ANODE 497709 VSM182 5330.6406 GENERAL SUPPLIES FLOWRIDER 190.17 437956 8/1/2019 139019 IHEARTMEDIA INC. 3,525.00 497525 4514443409 5410.6122 ADVERTISING OTHER GOLF ADMINISTRATION 333.00 497524 4514443433 5410.6122 ADVERTISING OTHER GOLF ADMINISTRATION 3,858.00 437957 8/1/2019 131544 INDEED BREWING COMPANY 400.30 497628 80132 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 400.30 437958 8/1/2019 134032 INTERNATIONAL DAIRY QUEEN 6,620.80 497742 00089961-034501 6010 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 83Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437958 8/1/2019 134032 INTERNATIONAL DAIRY QUEEN Continued... 6,620.80 437959 8/1/2019 102085 INVER HILLS COMMUNITY COLLEGE 150.00 CLP PERFORMANCE 8/25/2019 497683 CLP PERFORMANCE 8/25/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 150.00 437960 8/1/2019 145624 ISRAELSON, ORVILLE 100.00 497490 00085805-030552 4000 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 100.00 437961 8/1/2019 145635 JACKSON, DEANNA 111.00 REFUND CAMP YY 497385 7.25.19 5101.4607 CLASS REGISTRATION ART CENTER REVENUES 111.00 437962 8/1/2019 145637 JACKSON, DEANNA 121.00 REFUND CAMP AC 497488 7.25.19 5101.4607 CLASS REGISTRATION ART CENTER REVENUES 121.00 437963 8/1/2019 145612 JAISLE, CECILIA 12.94 497497 00114243-012014 2005 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 12.94 437964 8/1/2019 100741 JJ TAYLOR DIST. OF MINN 573.56 497285 2998085 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,104.17 497629 2998086 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 78.45 497286 2998089 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 25.55 497630 2998090 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2,781.73 437965 8/1/2019 145607 JK CARPENTRY LLC 2,500.00 DEMO ESCROW REFUND 497579 ED170328 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 2,500.00 437966 8/1/2019 100835 JOHNSON BROTHERS LIQUOR CO. 1.19 497338 1338755 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 123.38 497338 1338755 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 7.24 497762 1338762 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 84Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437966 8/1/2019 100835 JOHNSON BROTHERS LIQUOR CO.Continued... 1,145.71 497762 1338762 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 26.18 497341 1344073 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 1,998.67 497341 1344073 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.19 497339 1344074 5822.5515 COST OF GOODS SOLD MIX 50TH ST SELLING 37.00 497339 1344074 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1.19 497348 1344075 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 43.00 497348 1344075 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 10.71 497342 1344077 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 1,057.23 497342 1344077 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 16.66 497631 1344079 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,049.08 497631 1344079 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 3.57 497343 1344080 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 273.17 497343 1344080 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2.38 497340 1344082 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 302.00 497340 1344082 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.19 497349 1344084 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 3.69 497347 1344085 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 570.80 497347 1344085 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 29.75 497637 1344086 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,644.34 497637 1344086 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 9.52 497636 1344087 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 742.50 497636 1344087 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 28.56 497635 1344088 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,330.50 497635 1344088 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.33 497634 1344089 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 705.74 497634 1344089 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 9.84 497633 1344090 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1,288.96 497633 1344090 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.39 497632 1344091 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 166.50 497632 1344091 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 12,641.16 437967 8/1/2019 145611 JOHNSON, KURT 99.25 SKYHAWKS BBALL REFUND 497350 072319 1600.4390.22 MINI HAWKS PARK ADMIN. GENERAL 99.25 437968 8/1/2019 142978 KROGG, RACHAEL 250.00 CLP PERFORMANCE 8/13/2019 497677 CLP PERFORMANCE 8/13/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 250.00 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 85Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437968 8/1/2019 142978 KROGG, RACHAEL Continued... 437969 8/1/2019 145614 LAVOIE, DONN 192.34 497499 00076812-011103 4005 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 192.34 437970 8/1/2019 101552 LEAGUE OF MINNESOTA CITIES 300.00 LMC TRAINING 497398 296930 5510.6104 CONFERENCES & SCHOOLS ARENA ADMINISTRATION 300.00 437971 8/1/2019 138211 LEAGUE OF MINNESOTA CITIES 6,082.09 JUNE WC DEDUCTIBLE 497472 1003628-07/18-0 7/19 6002.6200 INSURANCE RISK MGMT EMP SHARED SERVICE 6,082.09 437972 8/1/2019 135867 LIBATION PROJECT 3.00 497763 23449 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 296.00 497763 23449 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 299.00 437973 8/1/2019 116575 LIFELINE INC. 100.00 ANNUAL PROGRAM 497421 LL-11933 1552.6103 PROFESSIONAL SERVICES CENT SVC PW BUILDING 100.00 437974 8/1/2019 140753 LIGHTSPEED 15,633.93 497517 INVS-318954 5820.6230 SERVICE CONTRACTS EQUIPMENT 50TH STREET GENERAL 15,633.93 497517 INVS-318954 5860.6230 SERVICE CONTRACTS EQUIPMENT VERNON LIQUOR GENERAL 15,633.94 497517 INVS-318954 5840.6230 SERVICE CONTRACTS EQUIPMENT LIQUOR YORK GENERAL 46,901.80 437975 8/1/2019 136027 LINA 5,194.43 JULY LTD INVOICE 497471 04160051180000- 7/19 9900.2033.16 LTD - 99 PAYROLL CLEARING 5,194.43 437976 8/1/2019 145609 LINDSAY PAYNE 20.00 DISC GOLF REFUND 497345 072319 1600.4390.70 YOUTH PROGRAMS PARK ADMIN. GENERAL 20.00 437977 8/1/2019 141916 LUPULIN BREWING 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 86Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437977 8/1/2019 141916 LUPULIN BREWING Continued... 161.00 497764 21329 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 92.00 497287 22436 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 216.00 497638 22528 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 58.16-497356 22529 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 410.84 437978 8/1/2019 101361 M.I.A.M.A. 525.00 FALL CONFERENCE 497394 INV_364 5510.6104 CONFERENCES & SCHOOLS ARENA ADMINISTRATION 525.00 437979 8/1/2019 129657 M.S. INDUSTRIES INC. 3,877.00 497705 305621 1314.6518 BLACKTOP STREET RENOVATION 1,208.00 497706 305638 1314.6518 BLACKTOP STREET RENOVATION 864.00 497511 305645 1314.6518 BLACKTOP STREET RENOVATION 5,949.00 437980 8/1/2019 100864 MACQUEEN EQUIPMENT INC. 626.48 DIRT SHOE WELDMENTS 497377 P21316 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 626.48 437981 8/1/2019 134063 MANSFIELD OIL COMPANY 9,571.50 FUEL 497724 21389851 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 12,376.00 FUEL 497702 526694 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 1,061.92 FUEL 497701 527663 1553.6581 GASOLINE EQUIPMENT OPERATION GEN 23,009.42 437982 8/1/2019 119992 MCCARTHY WELL COMPANY 290.00 INSPECTION ON NEW #2 WELL 497562 28196 5422.6103 PROFESSIONAL SERVICES MAINT OF COURSE & GROUNDS 290.00 437983 8/1/2019 101327 MEDICINE SHOW BAND, THE 600.00 CLP PEROFORMANCE 8/18/2019 497680 CLP PERFORMANCE 8/18/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 600.00 437984 8/1/2019 101987 MENARDS 819.98 REPLACEMENT WASHER/DRYER 497710 76330 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS 819.98 437985 8/1/2019 101891 METRO ATHLETIC SUPPLY 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 87Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437985 8/1/2019 101891 METRO ATHLETIC SUPPLY Continued... 500.00 STAFF UNIFORMS 497512 150-0044758 5510.6103 PROFESSIONAL SERVICES ARENA ADMINISTRATION 282.00 STAFF UNIFORMS 497512 150-0044758 5552.6103 PROFESSIONAL SERVICES SPORTS DOME ADMINISTRATION 782.00 437986 8/1/2019 100310 METRO SHEET METAL 275.70 REFUND DOUBLE FEE PAYMENT 497687 07222019 1495.4115 MECHANICAL PERMITS INSPECTIONS 275.70 437987 8/1/2019 144517 MEYERHOFF, JAY 25.87 JR. GOLF 497564 0711 5412.6136 PROFESSIONAL SVC - OTHER GOLF INSTRUCTION 70.73 SUPPLIES 497563 0719 5410.6406 GENERAL SUPPLIES GOLF ADMINISTRATION 96.60 437988 8/1/2019 144465 MEYERHOFF, JEFF 495.00 TRAINING 497565 725 5440.6106 MEETING EXPENSE PRO SHOP RETAIL SALES 495.00 437989 8/1/2019 100891 MIDWEST ASPHALT CORP. 462.58 FINAL PAYMENT 497467 ENG 18-2 FINAL 07148.1705.30 CONTRACTOR PAYMENTS West 62nd Street 189.89 FINAL PAYMENT 497467 ENG 18-2 FINAL 01445.1705.30 CONTRACTOR PAYMENTS W 62nd St 321.18 FINAL PAYMENT 497467 ENG 18-2 FINAL 01445.1705.30 CONTRACTOR PAYMENTS W 62nd St 13,061.26 FINAL PAYMENT 497467 ENG 18-2 FINAL 01445.1705.30 CONTRACTOR PAYMENTS W 62nd St 2,603.08 FINAL PAYMENT 497467 ENG 18-2 FINAL 03505.1705.30 CONTRACTOR PAYMENTS West 62nd Street 2,674.97 FINAL PAYMENT 497467 ENG 18-2 FINAL 05573.1705.30 CONTRACTOR PAYMENTS West 62nd Street 75.44 FINAL PAYMENT 497467 ENG 18-2 FINAL 04431.1705.30 CONTRACTOR PAYMENTS West 62nd Street 3,711.11 FINAL PAYMENT 497467 ENG 18-2 FINAL 04431.1705.30 CONTRACTOR PAYMENTS West 62nd Street 23,099.51 437990 8/1/2019 142773 MIDWEST GROUNDCOVER 1,620.00 PLAYGROUND SAFETY SURFACE 497731 19026 1646.6103 PROFESSIONAL SERVICES BUILDING MAINTENANCE 1,620.00 437991 8/1/2019 145395 MILK AND HONEY, LLC 180.00 497639 5391 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 180.00 437992 8/1/2019 100913 MINNEAPOLIS & SUBURBAN SEWER & WATER 7,500.00 5924 CHOWEN UTILITY UPGRADE 497462 35871 01451.1705.17 UTILITY COORDINATION Chowen A/B 2,925.00 6012 EWING SL REPAIR 497723 35881 5913.6180 CONTRACTED REPAIRS DISTRIBUTION 1,072.50 5901 CHAPEL SB REPAIR 497722 35882 5913.6180 CONTRACTED REPAIRS DISTRIBUTION 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 88Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 437992 8/1/2019 100913 MINNEAPOLIS & SUBURBAN SEWER & WATER Continued... 11,497.50 437993 8/1/2019 136248 MINNESOTA EQUIPMENT 54.57 SEAT 497599 P93498 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 54.57 437994 8/1/2019 145641 MINNESOTA MANDOLIN ORCHESTRA 150.00 CLP PERFORMANCE 8/12/2019 497676 CLP PERFORMANCE 8/12/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 150.00 437995 8/1/2019 101537 MINNESOTA POLLUTION CONTROL AGENCY 260.12 497445 10000077818 5111.6103 PROFESSIONAL SERVICES ART CENTER BLDG/MAINT 260.12 437996 8/1/2019 132597 MIXMI BRANDS LLC 80.00 FROZEN YOGURT 497714 4006 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 80.00 437997 8/1/2019 140955 MODIST BREWING LLC 376.75 497765 E-6639 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 376.75 437998 8/1/2019 145622 MOONEN, MIKE 83.90 497507 00118663-015090 4000 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 83.90 437999 8/1/2019 102169 MOONLIGHT SERENADERS 150.00 CLP PERFORMANCE 8/21/2019 497682 CLP PERFORMANCE 8/21/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 150.00 438000 8/1/2019 142746 MULLER, MATT 200.00 CLP FMARKET 8/15/2019 497686 CLP MARKET 8/15/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 200.00 438001 8/1/2019 145640 MULVEHILL, BETSY 202.00 REFUND CAMP AQ X2 497660 7.29.19 5101.4607 CLASS REGISTRATION ART CENTER REVENUES 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 89Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438001 8/1/2019 145640 MULVEHILL, BETSY Continued... 202.00 438002 8/1/2019 100763 NEOPOST USA INC 282.03 POSTAGE METER SUPPORT 497753 56881341 1554.6230 SERVICE CONTRACTS EQUIPMENT CENT SERV GEN - MIS 282.03 438003 8/1/2019 100076 NEW FRANCE WINE CO. 4.00 497640 146067 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 176.00 497640 146067 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 180.00 438004 8/1/2019 145632 NGUYGEN, SARAH 14.00 DAMAGE DEPOSIT REFUND 497354 072419 1000.2039 SALES & USE TAX PAYABLE GENERAL FUND BALANCE SHEET 186.00 DAMAGE DEPOSIT REFUND 497354 072419 1000.2065 DEPOSITS PAYABLE GENERAL FUND BALANCE SHEET 200.00 438005 8/1/2019 145561 NORTHERN TECHNOLOGIES, LLC 5,830.00 YORK AVE SANITARY 497461 31596 03510.1705.20 CONSULTING DESIGN SS Trunk Ext - York Phase 1 5,830.00 438006 8/1/2019 117830 NORTHLAND BUSINESS SYSTEMS INC. 2,792.95 WINSCRIBE YEARLY CONTRACT 497534 IN91673 1400.6230 SERVICE CONTRACTS EQUIPMENT POLICE DEPT. GENERAL 2,792.95 438007 8/1/2019 103578 OFFICE DEPOT 98.06 BANK BAGS/FOLDERS 497516 346825875001 5410.6513 OFFICE SUPPLIES GOLF ADMINISTRATION 98.06 438008 8/1/2019 102712 OFFICE OF MN.IT SERVICES 27.70 497475 W19060573 1554.6188 TELEPHONE CENT SERV GEN - MIS 27.70 497475 W19060573 1646.6188 TELEPHONE BUILDING MAINTENANCE 55.40 497475 W19060573 1646.6188 TELEPHONE BUILDING MAINTENANCE 83.10 497475 W19060573 1481.6188 TELEPHONE YORK FIRE STATION 83.10 497475 W19060573 1554.6188 TELEPHONE CENT SERV GEN - MIS 193.90 497475 W19060573 1646.6188 TELEPHONE BUILDING MAINTENANCE 304.70 497475 W19060573 1622.6188 TELEPHONE SKATING & HOCKEY 55.40 497475 W19060573 5111.6188 TELEPHONE ART CENTER BLDG/MAINT 27.70 497475 W19060573 5311.6188 TELEPHONE POOL OPERATION 110.80 497475 W19060573 5410.6188 TELEPHONE GOLF ADMINISTRATION 124.66 497475 W19060573 5710.6188 TELEPHONE EDINBOROUGH ADMINISTRATION 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 90Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438008 8/1/2019 102712 OFFICE OF MN.IT SERVICES Continued... 124.66 497475 W19060573 5760.6188 TELEPHONE CENTENNIAL LAKES ADMIN EXPENSE 55.40 497475 W19060573 5821.6188 TELEPHONE 50TH ST OCCUPANCY 83.10 497475 W19060573 5841.6188 TELEPHONE YORK OCCUPANCY 83.10 497475 W19060573 5861.6188 TELEPHONE VERNON OCCUPANCY 55.40 497475 W19060573 5913.6188 TELEPHONE DISTRIBUTION 291.28 497476 W19060577 5420.6188 TELEPHONE CLUB HOUSE 1,787.10 438009 8/1/2019 102265 OLSON, TIM 123.53 497580 06272019 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 123.53 438010 8/1/2019 141965 OMNI BREWING COMPANY LLC 207.00 497641 E-5086 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 207.00 438011 8/1/2019 100347 PAUSTIS WINE COMPANY 15.00 497644 58198 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 876.70 497644 58198 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.50 497643 58199 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 174.00 497643 58199 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 7.00 497766 58202 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 567.00 497766 58202 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.25 497288 58206 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 104.00 497288 58206 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1,748.45 438012 8/1/2019 141258 PEMBER COMPANIES INC. 3,853.89 PAY #3 497566 ENG 19-8 #2 07159.1705.30 CONTRACTOR PAYMENTS Vernon/Interlachen Intersectio 3,677.45 PAY #3 497566 ENG 19-8 #2 05578.1705.30 CONTRACTOR PAYMENTS Vernon Interlachen WM 25,539.20 PAY #3 497566 ENG 19-8 #2 5913.6518 BLACKTOP DISTRIBUTION 38,141.74 PAY #3 497566 ENG 19-8 #2 04450.1705.30 CONTRACTOR PAYMENTS Vernon/Interlachen Intersectio 171,026.18 INTERLACHEN VERNON PAY #3 497566 ENG 19-8 #2 9232.6133 PROFESS SERVICES-ENGINEERING CENTENNIAL TIF DISTRICT 242,238.46 438013 8/1/2019 100945 PEPSI-COLA COMPANY 1,026.74 CONCESSIONS FOOD 497390 08584553 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 224.56 PEPSI 497698 96561152 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 192.89 PEPSI 497697 97948001 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 1,444.19 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 91Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438013 8/1/2019 100945 PEPSI-COLA COMPANY Continued... 438014 8/1/2019 130228 PERNSTEINER CREATIVE GROUP INC. 425.00 PAFR DESIGN 497527 061419-2 1130.6103 PROFESSIONAL SERVICES COMMUNICATIONS 425.00 438015 8/1/2019 100743 PHILLIPS WINE & SPIRITS 400.00 497767 2588933 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3.57 497645 2590768 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 288.00 497645 2590768 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.38 497357 2592656 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 276.36 497357 2592656 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.19 497359 2592657 5822.5515 COST OF GOODS SOLD MIX 50TH ST SELLING 40.50 497359 2592657 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 7.14 497358 2592658 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 680.25 497358 2592658 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 5.95 497646 2592659 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 619.79 497646 2592659 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 30.94 497647 2592660 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,748.00 497647 2592660 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2.38 497360 2592664 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 4,106.45 438016 8/1/2019 145638 PHILLIPS, HEATHER 94.50 REFUND 6641 497489 7.25.19 5101.4607 CLASS REGISTRATION ART CENTER REVENUES 94.50 438017 8/1/2019 100958 PLUNKETT'S PEST CONTROL 62.40 497434 6335906 5111.6103 PROFESSIONAL SERVICES ART CENTER BLDG/MAINT 62.40 438018 8/1/2019 100961 POSTMASTER - USPS 5,142.72 E:E POSTAGE 497381 072519 1130.6575 PRINTING COMMUNICATIONS 5,142.72 438019 8/1/2019 100961 POSTMASTER - USPS 850.56 AD FALL 2019 POSTAGE 497382 072519 #2 1600.6235 POSTAGE PARK ADMIN. GENERAL 850.56 AD FALL 2019 POSTAGE 497382 072519 #2 5110.6235 POSTAGE ART CENTER ADMINISTRATION 850.56 AD FALL 2019 POSTAGE 497382 072519 #2 5310.6235 POSTAGE POOL ADMINISTRATION 850.56 AD FALL 2019 POSTAGE 497382 072519 #2 5410.6235 POSTAGE GOLF ADMINISTRATION 850.56 AD FALL 2019 POSTAGE 497382 072519 #2 5510.6513 OFFICE SUPPLIES ARENA ADMINISTRATION 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 92Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438019 8/1/2019 100961 POSTMASTER - USPS Continued... 850.56 AD FALL 2019 POSTAGE 497382 072519 #2 5710.6235 POSTAGE EDINBOROUGH ADMINISTRATION 850.56 AD FALL 2019 POSTAGE 497382 072519 #2 5760.6235 POSTAGE CENTENNIAL LAKES ADMIN EXPENSE 5,953.92 438020 8/1/2019 125979 PRECISE MRM LLC 1,025.00 497715 200-1021298 1318.6406 GENERAL SUPPLIES SNOW & ICE REMOVAL 1,025.00 438021 8/1/2019 143618 PRYES BREWING COMPANY 238.00 497648 1-6974 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 310.00 497361 I-6972 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 548.00 438022 8/1/2019 139009 RAINBOW LAWNCARE 850.00 ELM TREATMENT 497543 I355481 1644.6103 PROFESSIONAL SERVICES TREES & MAINTENANCE 850.00 438023 8/1/2019 110777 RAINBOW TREECARE 650.00 ROOT PRUNE 497547 1355728 1644.6180 CONTRACTED REPAIRS TREES & MAINTENANCE 650.00 438024 8/1/2019 145634 RAY, MARLO 111.00 REFUND CAMP TT 497384 7.25.19 5101.4413 ART WORK SOLD ART CENTER REVENUES 111.00 438025 8/1/2019 101698 RECREONICS 462.46 2 LG UMBRELLAS 497712 814380 5311.6406 GENERAL SUPPLIES POOL OPERATION 462.46 438026 8/1/2019 145643 RICHARD ALLEN PRODUCTIONS 250.00 CLP PERFORMANCE 8/20/2019 497681 CLP PERFORMANCE 8/20/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 250.00 438027 8/1/2019 145621 ROBINSON, MITCH 70.32 497506 00103032-015380 2043 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 70.32 438028 8/1/2019 145630 ROBINSON, TODD 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 93Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438028 8/1/2019 145630 ROBINSON, TODD Continued... 215.76 497496 00120453-030541 7000 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 215.76 438029 8/1/2019 145616 ROMANOW, JOHN 32.25 497501 00108947-016063 6004 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 32.25 438030 8/1/2019 127774 ROOTSTOCK WINE COMPANY 1.50 497768 1914413 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 92.04 497768 1914413 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 93.54 438031 8/1/2019 100982 ROTO-ROOTER 627.00 SEWER LINE CLEANING 497567 04821101905 5420.6180 CONTRACTED REPAIRS CLUB HOUSE 546.95 UNPLUG OUTDOOR RESTROOMS 497429 04821104081 5761.6180 CONTRACTED REPAIRS CENTENNIAL LAKES OPERATING 1,173.95 438032 8/1/2019 145625 RYAN, JEFFREY 136.65 497491 00104116-020051 8001 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 136.65 438033 8/1/2019 100349 SCOTT COUNTY 335.00 OUT OF COUNTY WARRANT 497726 07-30-2019 1000.2055 DUE TO OTHER GOVERNMENTS GENERAL FUND BALANCE SHEET 335.00 438034 8/1/2019 100995 SEH 590.72 MASTER PLAN WETLAND MONITORING 497568 370001 5400.1705 CONSTR. IN PROGRESS GOLF BALANCE SHEET 590.72 438035 8/1/2019 101106 SERVICEMASTER 755.00 TRASH ROOM CLEANING 497659 63014 4090.6103 PROFESSIONAL SERVICES 50TH&FRANCE MAINTENANCE 755.00 438036 8/1/2019 103249 SHANNON, JIM 150.00 CLP PERFORMANCE 8/13/2019 497678 CLP PERFORMANCE 8/13/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 150.00 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 94Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438036 8/1/2019 103249 SHANNON, JIM Continued... 438037 8/1/2019 103249 SHANNON, JIM 150.00 CLP PERFORMANCE 8/27/2019 497684 CLP PERFORMANCE 8/27/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 150.00 438038 8/1/2019 101556 SHRED-IT USA 77.43 SHREDDING SERVICES 497388 8127772061 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 77.43 438039 8/1/2019 137482 SITEONE LANDSCAPE SUPPLY LLC 137.97 SOIL EROSION SUPPLY'S 497541 93199399-001 5932.6406 GENERAL SUPPLIES GENERAL STORM SEWER 137.97 438040 8/1/2019 100430 SNAP-ON INDUSTRIAL 13.16 ADAPTER 497600 AFW/40663377 1553.6556 TOOLS EQUIPMENT OPERATION GEN 13.16 438041 8/1/2019 127878 SOUTHERN WINE AND SPIRITS 32.00 497289 1846133 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 2,705.00 497289 1846133 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET .80 497290 1846134 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 144.00 497290 1846134 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET .20 497291 1846135 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 34.66 497291 1846135 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.60 497292 1846137 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING .80 497653 1846138 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 120.00 497653 1846138 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 32.00 497649 1846139 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 2,616.00 497649 1846139 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 4.27 497652 1846140 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 784.61 497652 1846140 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 11.20 497651 1846141 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1,809.89 497651 1846141 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET .80 497650 1846142 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 8,297.83 438042 8/1/2019 129891 SPACK CONSULTING 2,000.00 TRAFFIC STUDY 497399 6457 4422.6710 EQUIPMENT REPLACEMENT TRAFFIC STUDIES 2,000.00 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 95Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438042 8/1/2019 129891 SPACK CONSULTING Continued... 438043 8/1/2019 101016 SRF CONSULTING GROUP INC 687.23 NORTH RAMP EXP - OWNERS REP 497569 10930.00-22 9232.6710 EQUIPMENT REPLACEMENT CENTENNIAL TIF DISTRICT 687.23 438044 8/1/2019 103283 ST. CROIX RECREATION CO INC 848.00 GRILL 493200 20111 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 848.00 438045 8/1/2019 145644 STAGE TIME PRODUCTIONS 150.00 CLP PERFORMANCE 8/28/2019 497685 CLP PERFORMANCE 8/28/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 150.00 438046 8/1/2019 145620 STEELE, JOHN 38.39 497505 00120003-011041 9002 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 38.39 438047 8/1/2019 145608 STEVENS CONSTRUCTION CORP 2,500.00 DEMO ESCROW REFUND 497582 ED169651 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 2,500.00 DEMO ESCROW REFUND 497581 ED169652 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 5,000.00 438048 8/1/2019 145617 SWACKHAMER, CONNIE 33.95 497502 00107109-034093 4001 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 33.95 438049 8/1/2019 122511 SWANK MOTION PICTURES INC. 615.00 497755 2710519 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 615.00 438050 8/1/2019 137673 SWEETLAND ORCHARD LLC 180.00 497654 3008 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 180.00 438051 8/1/2019 119864 SYSCO MINNESOTA 1,289.52 CONCESSION PRODUCT 497690 247557039 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 509.37 COCNESSION PRODUCT 497691 247560327 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 96Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438051 8/1/2019 119864 SYSCO MINNESOTA Continued... 524.58 CONCESSION PRODUCT 497692 247562989 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 522.80 CONCESSIONS FOOD 497391 247566781 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 509.99 CONCESS 497693 247568291 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 3,356.26 438052 8/1/2019 118133 TCIC INC. 600.00 LS COMMUNICATION TROUBLESHOOTI 497408 94057 5923.6136 PROFESSIONAL SVC - OTHER COLLECTION SYSTEMS 600.00 438053 8/1/2019 121253 THAYER, LARRY 156.60 MILES 497351 07-22-2019 1652.6107 MILEAGE OR ALLOWANCE WEED MOWING 156.60 438054 8/1/2019 102798 THOMSON REUTERS - WEST 693.67 INVESTIGATIONS 497387 840558111 1400.6105 DUES & SUBSCRIPTIONS POLICE DEPT. GENERAL 693.67 438055 8/1/2019 135269 TJB HOMES INC. 9,887.55 ESCROW REFUND 497739 ED163596 1495.4109 CONSTRUCTION DEPOSIT INSPECTIONS 9,887.55 438056 8/1/2019 101038 TOLL GAS & WELDING SUPPLY 84.31 497442 10300342 5110.6564 CRAFT SUPPLIES ART CENTER ADMINISTRATION 84.31 438057 8/1/2019 134673 TOTAL MECHANICAL SERVICES INC. 4,086.08 EAST MUNTERS REPAIR 497601 19288 5511.6180 CONTRACTED REPAIRS ARENA BLDG/GROUNDS 4,086.08 438058 8/1/2019 138732 TRADITION WINE & SPIRITS LLC 5.00 497769 19600 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 160.00 497769 19600 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 165.00 438059 8/1/2019 136342 TRAVISMATHEW LLC 1,987.17 MERCHANDISE 497486 3697727 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 1,987.17 438060 8/1/2019 103218 TRI-STATE BOBCAT 86.43 CHAINSAW CHAIN AND OIL 497432 P16335 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 97Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438060 8/1/2019 103218 TRI-STATE BOBCAT Continued... 831.60 BOBCAT BUCKET 497431 P16381 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING 918.03 438061 8/1/2019 101360 TWIN CITY HARDWARE CO. 348.15 DOOR HARDWARE 497545 PS10036816 1646.6530 REPAIR PARTS BUILDING MAINTENANCE 348.15 438062 8/1/2019 102150 TWIN CITY SEED CO. 470.00 SEED 497546 45146 1642.6547 SEED FIELD MAINTENANCE 470.00 438063 8/1/2019 140009 U.S. KIDS GOLF 145.08 MERCHANDISE 497485 IN1349567 5400.1356 INVENTORY SUPPLIES GOLF BALANCE SHEET 145.08 438064 8/1/2019 103973 ULINE 351.55 BOLLARD COVERS 497371 110359046 1553.6585 ACCESSORIES EQUIPMENT OPERATION GEN 216.31 RUBBER GLOVES 497730 110606187 5913.6406 GENERAL SUPPLIES DISTRIBUTION 567.86 438065 8/1/2019 120661 UNITED STATES TREASURY 200.90 IRS PCORI FEES 497470 720 6002.6040 HOSPITALIZATION RISK MGMT EMP SHARED SERVICE 200.90 438066 8/1/2019 102090 URBAN LAND INSTITUTE 760.00 ULI MEMBERSHIP 497549 2890648 1120.6105 DUES & SUBSCRIPTIONS ADMINISTRATION 760.00 438067 8/1/2019 101058 VAN PAPER CO. 1,156.40 PAPER PRODUCTS 497570 508853-00 5420.6406 GENERAL SUPPLIES CLUB HOUSE 1,156.40 438068 8/1/2019 145610 VESSEY, CYNTHIA 134.00 MINI HAWKS REFUND 497346 072319 1600.4390.22 MINI HAWKS PARK ADMIN. GENERAL 134.00 438069 8/1/2019 101066 VIKING ELECTRIC SUPPLY INC. 184.60 REPAIR PARTS 497402 S002769367.001 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 19.04 MAINTENANCE PARTS 497404 S002769367.002 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 203.64 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 98Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438069 8/1/2019 101066 VIKING ELECTRIC SUPPLY INC.Continued... 438070 8/1/2019 133629 VON HANSONS MEATS 197.07 CONCESSIONS FOOD 497392 115280 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 197.07 438071 8/1/2019 103410 W.W. GOETSCH ASSOCIATES INC. 3,342.89 WTP6 HSP3 REPAIR PARTS 497704 102442 5915.6530 REPAIR PARTS WATER TREATMENT 9,012.81 WTP 6 HSP IMPELLAR 497703 102443 5913.6530 REPAIR PARTS DISTRIBUTION 12,355.70 438072 8/1/2019 101328 WALBRIDGE, DAVID 250.00 CLP PERFORMANCE 8/15/2019 497679 CLP PERFORMANCE 8/15/2019 5760.6136 PROFESSIONAL SVC - OTHER CENTENNIAL LAKES ADMIN EXPENSE 250.00 438073 8/1/2019 140285 WALSER BLOOMINGTON TOYOTA 127.20 CONTRACTED REPAIR 497378 860146 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 127.20 438074 8/1/2019 106699 WALSER CHRYSLER JEEP 23.36 CLAMP 497418 671975 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 23.36 438075 8/1/2019 145629 WILLIAMS, LAWRENCE 200.00 497495 00097362-029049 5009 5900.2015 CUSTOMER REFUND UTILITY BALANCE SHEET 200.00 438076 8/1/2019 101312 WINE MERCHANTS 7.14 497362 7244766 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 574.00 497362 7244766 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 9.52 497656 7244767 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,308.00 497656 7244767 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 4.76 497657 7244768 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 80.25 497657 7244768 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,983.67 438077 8/1/2019 144412 WINEBOW 1.50 497658 MN00062899 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 88.00 497658 MN00062899 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 99Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438077 8/1/2019 144412 WINEBOW Continued... 8.75 497294 MN00062902 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 680.00 497294 MN00062902 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 778.25 438078 8/1/2019 130471 WINFIELD SOLUTIONS LLC 3,101.02 GREENS FERTILIZER 497344 63309885 5422.6540 FERTILIZER MAINT OF COURSE & GROUNDS 3,101.02 438079 8/1/2019 124503 WINSUPPLY OF EDEN PRAIRIE 63.59 EXIT LIGHTS 497708 180925 01 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS 7.51 497447 180926 01 5110.6406 GENERAL SUPPLIES ART CENTER ADMINISTRATION 71.10 438080 8/1/2019 142220 WOODEN HILL BREWING COMPANY 119.40 497363 1733 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 119.40 438081 8/1/2019 105740 WSB & ASSOCIATES INC. 696.00 VV SIDEWALK DESIGN 497463 R-010516-000-17 07153.1705.20 CONSULTING DESIGN Valley View Rd Ped Bridge 1,603.50 497464 R-013448-000-6 01456.1705.20 CONSULTING DESIGN W 58th St 2,299.50 438082 8/1/2019 129312 YOUTH TECH INC. 1,421.25 497443 6713 5110.6103 PROFESSIONAL SERVICES ART CENTER ADMINISTRATION 1,421.25 438083 8/1/2019 138100 ZAHLER HEATING & AIR CONDITIONING 344.77 PERMIT FEE REFUND 497583 ED172440 1495.4115 MECHANICAL PERMITS INSPECTIONS 344.77 438084 8/1/2019 100653 BITUMINOUS ROADWAYS INC. 570.00 PAY #3 497469 ENG 19-2 CHOWEN A/B #3 07157.1705.30 CONTRACTOR PAYMENTS Chowen Park A/B 324,801.92 PAY #3 497469 ENG 19-2 CHOWEN A/B #3 01451.1705.30 CONTRACTOR PAYMENTS Chowen A/B 1,368.00 PAY #3 497469 ENG 19-2 CHOWEN A/B #3 03512.1705.30 CONTRACTOR PAYMENTS Chowen Park A/B 80,598.98 PAY #3 497469 ENG 19-2 CHOWEN A/B #3 05580.1705.30 CONTRACTOR PAYMENTS Chowen Park A/B 272,670.36 PAY #3 497469 ENG 19-2 CHOWEN 04442.1705.30 CONTRACTOR PAYMENTS Chowen Park A/B 7/31/2019CITY OF EDINA 11:48:03R55CKR2LOGIS101 100Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 438084 8/1/2019 100653 BITUMINOUS ROADWAYS INC.Continued... A/B #3 90,867.12 PAY #3 497468 ENG 19-3 INDIAN TRAILS #3 01455.1705.30 CONTRACTOR PAYMENTS Indian Hills C 249,874.93 PAY #3 497468 ENG 19-3 INDIAN TRAILS #3 01452.1705.30 CONTRACTOR PAYMENTS Indian Trails B/C 5,514.75 PAY #3 497468 ENG 19-3 INDIAN TRAILS #3 03515.1705.30 CONTRACTOR PAYMENTS Indian Hills C 10,801.50 PAY #3 497468 ENG 19-3 INDIAN TRAILS #3 05583.1705.30 CONTRACTOR PAYMENTS Indian Hills C 33,342.15 PAY #3 497468 ENG 19-3 INDIAN TRAILS #3 03514.1705.30 CONTRACTOR PAYMENTS Indian Trails B/C 4,721.50 PAY #3 497468 ENG 19-3 INDIAN TRAILS #3 04444.1705.30 CONTRACTOR PAYMENTS Biscayne Blvd/W66th STS Lining 22,559.93 PAY #3 497468 ENG 19-3 INDIAN TRAILS #3 04441.1705.30 CONTRACTOR PAYMENTS Indian Hills C 123,348.57 PAY #3 497468 ENG 19-3 INDIAN TRAILS #3 04440.1705.30 CONTRACTOR PAYMENTS Indian Trails B/C 1,221,039.71 4,479,455.77 Grand Total Payment Instrument Totals Checks 4,479,455.77 Total Payments 4,479,455.77 7/31/2019CITY OF EDINA 12:07:37R55CKS2LOGIS100 1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. 8/1/20197/18/2019 - Company Amount 84,827.7501000GENERAL FUND 9,458.0004000WORKING CAPITAL FUND 10,348.0104200EQUIPMENT REPLACEMENT FUND 55.7905100ART CENTER FUND 299.9805200GOLF DOME FUND 857.9305300AQUATIC CENTER FUND 4,771.9405400GOLF COURSE FUND 13,197.8505500ICE ARENA FUND 68.8705550SPORTS DOME FUND 23,954.8505700EDINBOROUGH PARK FUND 1,556.1105750CENTENNIAL LAKES PARK FUND 43,544.8505800LIQUOR FUND 91,874.5805900UTILITY FUND 4,549.9005930STORM SEWER FUND 278.0907400PSTF AGENCY FUND Report Totals 289,644.50 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 1Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8396 7/18/2019 101304 ABM EQUIPMENT & SUPPLY 251.11 SWIVELS 496039 0160343-IN 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 251.11 8397 7/18/2019 102971 ACE ICE COMPANY 83.28 496388 2387685 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2.03 496386 2389743 5822.5515 COST OF GOODS SOLD MIX 50TH ST SELLING 66.12 496386 2389743 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 70.90 496387 2389835 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 222.33 8398 7/18/2019 100575 ALL SAFE INC. 90.90 FIRE EXTINGUISHER CHECK 496041 171712 5410.6610 SAFETY EQUIPMENT GOLF ADMINISTRATION 90.90 8399 7/18/2019 129624 BARNA GUZY & STEFFEN LTD 1,224.00 EMPLOYMENT LEGAL ASST 496249 204477 1170.6103 PROFESSIONAL SERVICES HUMAN RESOURCES 1,224.00 8400 7/18/2019 101355 BELLBOY CORPORATION 34.10 496396 0076137500 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 4,177.25 496396 0076137500 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 10.85 496395 0076274900 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 692.32 496395 0076274900 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 5.44 496394 0099802800 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 310.50 496394 0099802800 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 24.80 496393 76142400 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 3,329.70 496393 76142400 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 10.85 496392 76144600 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 1,224.00 496392 76144600 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 9,819.81 8401 7/18/2019 122688 BMK SOLUTIONS 19.27 OFFICE SUPPLIES 496501 151178 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 19.27 8402 7/18/2019 100659 BOYER TRUCK PARTS 42.59 HOSE 496317 867672X1 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 42.59 8403 7/18/2019 100648 BUSINESS ESSENTIALS 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 2Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8403 7/18/2019 100648 BUSINESS ESSENTIALS Continued... 16.48 496564 WO-1009122-1 1600.6513 OFFICE SUPPLIES PARK ADMIN. GENERAL 16.48 8404 7/18/2019 130477 CLEAR RIVER BEVERAGE CO 1,180.00 496412 15441953 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 174.75-496411 498200 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 866.00 496410 96881954 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 1,871.25 8405 7/18/2019 100513 COVERALL OF THE TWIN CITIES INC. 1,214.00 CUSTODIAL SERVICES - JULY 495906 7070265584 5720.6103 PROFESSIONAL SERVICES EDINBOROUGH OPERATIONS 1,214.00 8406 7/18/2019 104020 DALCO 74.22 PW SUPPLIES 496327 3470335 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 890.04 TOILET PAPER 496057 3470460 1645.6406 GENERAL SUPPLIES LITTER REMOVAL 964.26 8407 7/18/2019 132810 ECM PUBLISHERS INC. 684.25 2018 FINANCIAL STATEMENT 496257 708071 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 696.15 2018 FINANCIAL STATEMENT 496256 708072 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 35.70 LOT SPLIT 5841 OAKLAWN 496255 708073 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 35.70 VARIANCE 6950 FRANCE 496254 708074 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 198.45 EASEMENT VACA PH 496253 708075 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 1,650.25 8408 7/18/2019 145004 FOUNDATION TECHNOLOGIES, LLC 70.00 IT CONSULTING 496331 56983 1554.6103 PROFESSIONAL SERVICES CENT SERV GEN - MIS 70.00 8409 7/18/2019 100768 GARTNER REFRIGERATION & MFG INC 2,291.00 SERVICE CONTRACT 496516 W10995 5521.6215 EQUIPMENT MAINTENANCE ARENA ICE MAINT 2,291.00 8410 7/18/2019 102320 HAMCO DATA PRODUCTS 159.00 496582 162036 5841.6530 REPAIR PARTS YORK OCCUPANCY 159.00 8411 7/18/2019 102146 JESSEN PRESS INC. 308.00 POLICE DEPT LETTERHEAD 496523 682448 1130.6406 GENERAL SUPPLIES COMMUNICATIONS 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 3Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8411 7/18/2019 102146 JESSEN PRESS INC.Continued... 308.00 8412 7/18/2019 121075 JIMMY'S JOHNNYS INC. 100.00 FOURTH OF JULY 496289 149931 1627.6406 GENERAL SUPPLIES SPECIAL ACTIVITIES 220.00 FOURTH OF JULY 496290 149932 1627.6406 GENERAL SUPPLIES SPECIAL ACTIVITIES 180.00 FOURTH OF JULY 496291 149933 1627.6406 GENERAL SUPPLIES SPECIAL ACTIVITIES 69.36 PORTABLE TOILETS 496082 149959 5422.6230 SERVICE CONTRACTS EQUIPMENT MAINT OF COURSE & GROUNDS 68.00 CREEK VALLEY TOILET 495989 149961 1645.6182 RUBBISH REMOVAL LITTER REMOVAL 68.00 PAMELA TOILET 495990 149962 1645.6182 RUBBISH REMOVAL LITTER REMOVAL 68.00 ALDEN TOILET 495991 149963 1645.6182 RUBBISH REMOVAL LITTER REMOVAL 155.43 ROSLAND TOILET 495992 149964 1645.6182 RUBBISH REMOVAL LITTER REMOVAL 68.00 HIGHLANDS TOILET 495993 149965 1645.6182 RUBBISH REMOVAL LITTER REMOVAL 68.00 LEWIS TOILET 495994 149966 1645.6182 RUBBISH REMOVAL LITTER REMOVAL 1,064.79 8413 7/18/2019 101792 LUBE-TECH 255.00 LUBRICANT 496088 1394585.2 1553.6584 LUBRICANTS EQUIPMENT OPERATION GEN 255.00 8414 7/18/2019 117804 MALLOY MONTAGUE KARNOWSKI 3,251.63 2018 AUDIT 496267 46524 1160.6130 PROFESSIONAL SERV - AUDIT FINANCE 55.79 2018 AUDIT 496267 46524 5110.6130 PROFESSIONAL SERV - AUDIT ART CENTER ADMINISTRATION 39.98 2018 AUDIT 496267 46524 5210.6130 PROFESSIONAL SERV - AUDIT GOLF DOME PROGRAM 84.23 2018 AUDIT 496267 46524 5310.6130 PROFESSIONAL SERV - AUDIT POOL ADMINISTRATION 164.64 2018 AUDIT 496267 46524 5410.6130 PROFESSIONAL SERV - AUDIT GOLF ADMINISTRATION 234.12 2018 AUDIT 496267 46524 5510.6130 PROFESSIONAL SERV - AUDIT ARENA ADMINISTRATION 68.87 2018 AUDIT 496267 46524 5552.6130 PROFESSIONAL SERV - AUDIT SPORTS DOME ADMINISTRATION 132.74 2018 AUDIT 496267 46524 5710.6130 PROFESSIONAL SERV - AUDIT EDINBOROUGH ADMINISTRATION 88.56 2018 AUDIT 496267 46524 5760.6130 PROFESSIONAL SERV - AUDIT CENTENNIAL LAKES ADMIN EXPENSE 165.10 2018 AUDIT 496267 46524 5820.6130 PROFESSIONAL SERV - AUDIT 50TH STREET GENERAL 380.92 2018 AUDIT 496267 46524 5860.6130 PROFESSIONAL SERV - AUDIT VERNON LIQUOR GENERAL 428.56 2018 AUDIT 496267 46524 5840.6130 PROFESSIONAL SERV - AUDIT LIQUOR YORK GENERAL 1,212.46 2018 AUDIT 496267 46524 5902.6130 PROFESSIONAL SERV - AUDIT UTILITY BILLING - FINANCE 192.40 2018 AUDIT 496267 46524 5932.6130 PROFESSIONAL SERV - AUDIT GENERAL STORM SEWER 6,500.00 8415 7/18/2019 101483 MENARDS 26.12 BLEACH 496090 94808 5311.6406 GENERAL SUPPLIES POOL OPERATION 25.98 PLASTIC TOTES 496294 95648 1301.6406 GENERAL SUPPLIES GENERAL MAINTENANCE 89.90 LED LAMPS FOR WEST DECK 496562 95712 5420.6530 REPAIR PARTS CLUB HOUSE 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 4Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8415 7/18/2019 101483 MENARDS Continued... 8.88 496343 96152 7411.6406 GENERAL SUPPLIES PSTF OCCUPANCY 49.98 DA BEAUTY LEAGUE PARKING LOT R 496089 96226 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 398.31 HUMIDIFIER REPLACEMENT 496344 96281 5915.6530 REPAIR PARTS WATER TREATMENT 599.17 8416 7/18/2019 101161 MIDWEST CHEMICAL SUPPLY 14.88 496348 41761 1551.6511 CLEANING SUPPLIES CITY HALL GENERAL 39.85 496348 41761 1400.6406 GENERAL SUPPLIES POLICE DEPT. GENERAL 809.04 496348 41761 1551.6512 PAPER SUPPLIES CITY HALL GENERAL 863.77 8417 7/18/2019 129485 PAPCO INC. 97.66 CLEANING SUPPLIES 496352 212060-1 7411.6511 CLEANING SUPPLIES PSTF OCCUPANCY 97.66 8418 7/18/2019 106322 PROSOURCE SUPPLY 201.51 TP, C-FOLDS 496102 15784 5761.6406 GENERAL SUPPLIES CENTENNIAL LAKES OPERATING 201.51 8419 7/18/2019 105690 PRO-TEC DESIGN INC. 10,348.01 FIRE CARD ACCESS 496354 92201 421554.6710 EQUIPMENT REPLACEMENT IT CENTRAL SERVICES EQUIPMENT 10,348.01 8420 7/18/2019 101979 ROFIDAL, KEVIN 448.00 UNIFORM BOOTS 496301 071019 1400.6203 UNIFORM ALLOWANCE POLICE DEPT. GENERAL 448.00 8421 7/18/2019 101004 SPS COMPANIES INC. 212.55 CLA-VAL PIPING STORAGE 3 496360 S3791596.001 5914.6530 REPAIR PARTS TANKS TOWERS & RESERVOIR 212.55 8422 7/18/2019 101033 WINE COMPANY, THE 8.40 496482 111571 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 352.00 496482 111571 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 13.20 496468 112424 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 776.00 496468 112424 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.25 496036 112426 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 509.60 496036 112426 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 13.20 496467 112427 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,096.00 496467 112427 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 5Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8422 7/18/2019 101033 WINE COMPANY, THE Continued... 2,776.65 8423 7/25/2019 102971 ACE ICE COMPANY 2.00 497010 2389742 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 99.84 497010 2389742 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2.00 496621 2390436 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 88.31 496621 2390436 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2.00 496622 2390440 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 124.18 496622 2390440 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2.00 497186 2392339 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 85.55 497186 2392339 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2.00 496623 2392340 5822.5515 COST OF GOODS SOLD MIX 50TH ST SELLING 50.17 496623 2392340 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 91.14 497011 2392429 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 80.10 497012 2393043 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 85.55 497013 2393047 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 714.84 8424 7/25/2019 103680 ARAMARK REFRESHMENT SRVCS 533.32 COFFEE 496858 1371925 1120.6513 OFFICE SUPPLIES ADMINISTRATION 533.32 8425 7/25/2019 100643 BARR ENGINEERING CO. 5,807.50 496895 23270354.00-247 5925.6103 PROFESSIONAL SERVICES ENGINEER SERVICES - SEWER 2,750.00 497211 23271649.01-6 04438.1705 CONSTR. IN PROGRESS Flood Risk Reduction Strategy 478.50 VEGETATED BMP 497098 23271705.00-4 04447.1705 CONSTR. IN PROGRESS Stormwater BMP Maintenance 9,036.00 8426 7/25/2019 101355 BELLBOY CORPORATION 128.00 496629 007652500 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 17.05 497017 0077472300 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 1,949.50 497017 0077472300 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 128.00 496626 76675800 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 4.65 497016 77473600 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 355.50 497016 77473600 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.55 497015 77474200 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 108.00 497015 77474200 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 1.55 496627 77476800 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 128.00 496627 77476800 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 7.75 496628 77480100 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 6Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8426 7/25/2019 101355 BELLBOY CORPORATION Continued... 625.50 496628 77480100 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 3,455.05 8427 7/25/2019 122688 BMK SOLUTIONS 10.86 OFFICE SUPPLIES 496864 151220 1552.6406 GENERAL SUPPLIES CENT SVC PW BUILDING 10.86 8428 7/25/2019 132444 BOLTON & MENK INC. 2,150.00 496868 0235450 5914.6103 PROFESSIONAL SERVICES TANKS TOWERS & RESERVOIR 2,150.00 8429 7/25/2019 100664 BRAUN INTERTEC 45,847.05 496903 B177247 03519.1705 CONSTR. IN PROGRESS De-Watering Computer Ave 45,847.05 8430 7/25/2019 100648 BUSINESS ESSENTIALS 137.07 OFFICE SUPPLIES PERRY 497205 WO-1009515-1 1600.6513 OFFICE SUPPLIES PARK ADMIN. GENERAL 176.26 SUPPLIES 497208 WO-1009588-1 1120.6513 OFFICE SUPPLIES ADMINISTRATION 3.12 496904 WO-1010181-1 1600.6513 OFFICE SUPPLIES PARK ADMIN. GENERAL 316.45 8431 7/25/2019 120935 CAMPBELL KNUTSON 9,475.55 CITY ATTORNEY 496731 2851G-6/19 1196.6131 PROFESSIONAL SERV - LEGAL CITY ATTORNEY 9,475.55 8432 7/25/2019 130477 CLEAR RIVER BEVERAGE CO 1,327.00 497026 27211952 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 782.00 497028 41822045 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 586.00 497027 65592044 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 755.00 497029 85162043 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 3,450.00 8433 7/25/2019 129718 DREW'S CONCESSIONS LLC 1,271.80 CONCESSIONS FOOD 497219 2554 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 1,271.80 8434 7/25/2019 132810 ECM PUBLISHERS INC. 47.60 ZONING ORD AMENDMENT 496742 709692 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 130.90 YORKTOWN BIDS 496743 709693 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 178.50 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 7Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8434 7/25/2019 132810 ECM PUBLISHERS INC.Continued... 8435 7/25/2019 116492 FINANCE AND COMMERCE 195.34 YORKTOWN SEWER TRUNK 496769 744350208 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 195.34 8436 7/25/2019 102320 HAMCO DATA PRODUCTS 159.00 497185 162020 5822.6406 GENERAL SUPPLIES 50TH ST SELLING 159.00 8437 7/25/2019 102484 HIRSHFIELD'S PAINT MANUFACTURING 1,544.16 PAINT 496782 0001868-IN 1642.6544 LINE MARKING POWDER FIELD MAINTENANCE 1,544.16 8438 7/25/2019 102146 JESSEN PRESS INC. 6,953.00 PIPELINE PRINTING 496875 682389 5913.6103 PROFESSIONAL SERVICES DISTRIBUTION 6,953.00 8439 7/25/2019 101483 MENARDS 22.56 PLUMBING REPAIR 496937 95208 1646.6530 REPAIR PARTS BUILDING MAINTENANCE 38.96 EDGING 496938 95278 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 535.19 CONCRETE SUPPLIES 496936 96342 1646.6406 GENERAL SUPPLIES BUILDING MAINTENANCE 5.36 HOSE CLAMP 496792 96478 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 123.96 ARNESON LIGHT BULBS 497095 96611 1646.6578 LAMPS & FIXTURES BUILDING MAINTENANCE 15.76 EAST FITTINGS 497221 96655 5521.6406 GENERAL SUPPLIES ARENA ICE MAINT 17.75 EAST PVC PIPE 497122 96797 5521.6406 GENERAL SUPPLIES ARENA ICE MAINT 759.54 8440 7/25/2019 100906 MTI DISTRIBUTING INC. 253.22 VENTING TINES FOR GREENS 497150 1223736-00 5422.6530 REPAIR PARTS MAINT OF COURSE & GROUNDS 253.22 8441 7/25/2019 115669 ON CALL SERVICES 8,012.72 PLAY STRUCTURE MAINTENANCE 497087 3020 5720.6530 REPAIR PARTS EDINBOROUGH OPERATIONS 8,012.72 8442 7/25/2019 129485 PAPCO INC. 83.33 CLEANING SUPPLIES 496810 212490 7411.6511 CLEANING SUPPLIES PSTF OCCUPANCY 83.33 8443 7/25/2019 119620 POMP'S TIRE SERVICE INC. 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 8Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8443 7/25/2019 119620 POMP'S TIRE SERVICE INC.Continued... 1,057.00 TIRES, RIM RECONDITION 496880 210418393 1553.6583 TIRES & TUBES EQUIPMENT OPERATION GEN 1,245.40 TIRE SERVICE AND REPLACEMENT 497137 210420425 1553.6583 TIRES & TUBES EQUIPMENT OPERATION GEN 2,302.40 8444 7/25/2019 106322 PROSOURCE SUPPLY 53.69 9" PLATES 496815 15778 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 448.56 LINERS, SQUEEGEE, TOWELS 496815 15778 5720.6511 CLEANING SUPPLIES EDINBOROUGH OPERATIONS 720.33 PAPER TOWELS, HAIR & BODY SOAP 496815 15778 5720.6406 GENERAL SUPPLIES EDINBOROUGH OPERATIONS 190.78 COMPOSTABLE STRAWS 496817 15780 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 113.76 9" PAPER PLATES 496816 157988 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 137.50 TISSUE 496816 157988 5311.6406 GENERAL SUPPLIES POOL OPERATION 1,664.62 8445 7/25/2019 105690 PRO-TEC DESIGN INC. 207.50 EXTRA KEY FOBS 497118 92528 1554.6230 SERVICE CONTRACTS EQUIPMENT CENT SERV GEN - MIS 207.50 ARENA KEY FOBS 497118 92528 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 415.00 8446 7/25/2019 101000 SOULO COMMUNICATIONS 61.21 BUS CARDS 496965 105425 1490.6406 GENERAL SUPPLIES PUBLIC HEALTH 61.21 8447 7/25/2019 122455 SPRING LAKE ENGINEERING 8,000.00 ETHERNET UPGRADE 496882 2211 5913.6103 PROFESSIONAL SERVICES DISTRIBUTION 8,000.00 8448 7/25/2019 101004 SPS COMPANIES INC. 102.38 PLUMBING TOOLS 496830 S3822679.001 1646.6556 TOOLS BUILDING MAINTENANCE 456.89 PVC SUPPLIES 496966 S3822969.001 5923.6406 GENERAL SUPPLIES COLLECTION SYSTEMS 559.27 8449 7/25/2019 118190 TURFWERKS LLC 123.68-CREDIT PARTS 495655 EC06629 1641.6530 REPAIR PARTS MOWING 198.66 MOWER PARTS 496974 EI9622 1641.6530 REPAIR PARTS MOWING 68.36 MOWER PARTS 495656 OI48033 1641.6530 REPAIR PARTS MOWING 143.34 8450 7/25/2019 144033 USS MINNESOTA ONE MT LLC 7,043.53 497176 201900102 5511.6185 LIGHT & POWER ARENA BLDG/GROUNDS 7,043.53 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 9Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8450 7/25/2019 144033 USS MINNESOTA ONE MT LLC Continued... 8451 7/25/2019 119454 VINOCOPIA 12.00 497075 236540 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 173.50 497075 236540 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1.50 497076 236541 5862.5512 COST OF GOODS SOLD LIQUOR VERNON SELLING 111.46 497076 236541 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 2.50 496714 237018 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 112.00 496714 237018 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 12.00 496715 237019 5822.5515 COST OF GOODS SOLD MIX 50TH ST SELLING 120.00 496715 237019 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 14.00 497077 237025 5862.5515 COST OF GOODS SOLD MIX VERNON SELLING 146.75 497077 237025 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 5.00 497252 237194 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 416.00 497252 237194 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 18.00 497253 237195 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,248.00 497253 237195 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,392.71 8452 7/25/2019 120627 VISTAR CORPORATION 437.53 CONCESSIONS FOOD 496847 55525448 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 785.56 CONCESSIONS FOOD 497121 55586729 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 1,223.09 8453 7/25/2019 103219 WENDEL SGN ARCHITECTURE INC. 1,622.20 ARDEN PARK SHELTER 496851 200052 1600.6103 PROFESSIONAL SERVICES PARK ADMIN. GENERAL 1,622.20 8454 7/25/2019 101033 WINE COMPANY, THE 4.20 496716 113118 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 216.00 496716 113118 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 9.90 497078 113120 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 456.00 497078 113120 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 23.10 496717 113121 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 1,480.00 496717 113121 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 216.00-497254 113661 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 4.95-497254 113661 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 1,968.25 8455 7/25/2019 101091 ZIEGLER INC 137.19 CONNECTORS, SEALS 496976 PC002076867 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 10Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8455 7/25/2019 101091 ZIEGLER INC Continued... 4,754.30 GEN CONTROL PANEL 497139 SW050322508 1551.6180 CONTRACTED REPAIRS CITY HALL GENERAL 1,779.48 CONTRACTED REPAIR 496887 SW050322709 1553.6180 CONTRACTED REPAIRS EQUIPMENT OPERATION GEN 6,670.97 8456 8/1/2019 102971 ACE ICE COMPANY 88.31 497745 102971 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 129.44 497746 2397212 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 2.00 497479 2397213 5822.5515 COST OF GOODS SOLD MIX 50TH ST SELLING 37.22 497479 2397213 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 113.22 497605 2397305 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 22.64 497607 2397894 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 69.63 497606 2397900 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 462.46 8457 8/1/2019 100643 BARR ENGINEERING CO. 11,203.50 497457 23271708.00-3 5925.6103 PROFESSIONAL SERVICES ENGINEER SERVICES - SEWER 11,203.50 8458 8/1/2019 101355 BELLBOY CORPORATION 10.85 497610 78181300 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 704.00 497610 78181300 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 18.60 497335 78751700 5822.5512 COST OF GOODS SOLD LIQUOR 50TH ST SELLING 1,594.20 497335 78751700 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 12.40 497611 78754100 5842.5512 COST OF GOODS SOLD LIQUOR YORK SELLING 1,110.60 497611 78754100 5800.1352 LIQUOR INVENTORY LIQUOR BALANCE SHEET 1.55 497612 79016900 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 35.00 497612 79016900 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 3.07 497336 99882300 5822.5515 COST OF GOODS SOLD MIX 50TH ST SELLING 230.55 497336 99882300 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 4.99 497609 99883100 5842.5515 COST OF GOODS SOLD MIX YORK SELLING 31.00 497609 99883100 5842.6406 GENERAL SUPPLIES YORK SELLING 180.51 497609 99883100 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 3,937.32 8459 8/1/2019 100664 BRAUN INTERTEC 2,360.75 SOIL TESTING 497573 B178107 1600.6103 PROFESSIONAL SERVICES PARK ADMIN. GENERAL 2,360.75 8460 8/1/2019 100648 BUSINESS ESSENTIALS 97.01 497520 WO-1008324-1 5821.6406 GENERAL SUPPLIES 50TH ST OCCUPANCY 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 11Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8460 8/1/2019 100648 BUSINESS ESSENTIALS Continued... 88.22 COPY PAPER 497401 WO-1011316-1 7410.6513 OFFICE SUPPLIES PSTF ADMINISTRATION 20.86 FILE FOLDERS 497548 WO-1011788-1 1120.6406 GENERAL SUPPLIES ADMINISTRATION 150.04 SUPPLIES 497548 WO-1011788-1 1120.6513 OFFICE SUPPLIES ADMINISTRATION 356.13 8461 8/1/2019 102372 CDW GOVERNMENT INC. 401.55 497729 TFT8154 1261.6406 GENERAL SUPPLIES CONSTRUCTION MANAGEMENT 401.55 8462 8/1/2019 130477 CLEAR RIVER BEVERAGE CO 458.00 497624 00172100 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 372.00 497626 219-2115 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 308.00 497759 39802101 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 38.34-497623 500143 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 44.50 497625 58712102 5800.1355 INVENTORY MIX & MISC LIQUOR BALANCE SHEET 1,089.50 497625 58712102 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 244.00 497758 75952076 5800.1354 INVENTORY BEER LIQUOR BALANCE SHEET 2,477.66 8463 8/1/2019 104020 DALCO 156.80 CITY HALL SOAP DISPENSERS 497514 3475544 1551.6406 GENERAL SUPPLIES CITY HALL GENERAL 156.80 8464 8/1/2019 129718 DREW'S CONCESSIONS LLC 144.00 CARMEL CORN 497455 2552 5730.5510 COST OF GOODS SOLD EDINBOROUGH CONCESSIONS 144.00 8465 8/1/2019 132810 ECM PUBLISHERS INC. 148.75 CONTRACT ENG 19-21 70TH ST 497458 711154 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 267.75 ORD 2018-09 497750 712556 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 41.65 CUP OLG PH 497748 712557 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 47.60 ZONING ORD AMEND 497751 956962 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 505.75 8466 8/1/2019 100752 ESS BROTHERS & SONS INC. 1,129.00 CASTINGS AND RINGS 497718 ZZ4707 5932.6536 CASTINGS GENERAL STORM SEWER 1,129.00 8467 8/1/2019 134730 EXPLORE EDINA 15,314.36 JUNE LODGING TAX 497380 72419 1001.4030 LODGING TAX GENERAL FUND REVENUES 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 12Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8467 8/1/2019 134730 EXPLORE EDINA Continued... 30,218.78 JUNE LODGING TAX 497380 72419 1001.4030 LODGING TAX GENERAL FUND REVENUES 12,878.81 JUNE LODGING TAX 497380 72419 5701.4030 LODGING TAX EDINBOROUGH PARK REVENUES 58,411.95 8468 8/1/2019 116492 FINANCE AND COMMERCE 202.60 70TH ST TRAIL & WALL 497747 744365356 1185.6120 ADVERTISING LEGAL LICENSING, PERMITS & RECORDS 202.60 8469 8/1/2019 128215 HOFFMAN & MCNAMARA 746.00 TREE REPLACEMENT 497465 8017 01267.1705.21 CONSULTING INSPECTION MSA Maintenance Projects 746.00 8470 8/1/2019 128215 HOFFMAN & MCNAMARA 8,712.00 TH 100 LANDSCAPING 497466 8016 01267.1705.30 CONTRACTOR PAYMENTS MSA Maintenance Projects 8,712.00 8471 8/1/2019 129508 IMPACT 2,030.83 497552 139867 5902.6103 PROFESSIONAL SERVICES UTILITY BILLING - FINANCE 1,904.97 497386 141561 5902.6103 PROFESSIONAL SERVICES UTILITY BILLING - FINANCE 3,935.80 8472 8/1/2019 132592 J.F. AHERN CO. 260.00 MONTHLY SPRINKLER INSPECTION 497560 326299 5210.6230 SERVICE CONTRACTS EQUIPMENT GOLF DOME PROGRAM 260.00 8473 8/1/2019 121075 JIMMY'S JOHNNYS INC. 69.36 TOILET RENTAL ON ACADEMY 497561 150803 5424.6103 PROFESSIONAL SERVICES RANGE 69.36 8474 8/1/2019 105726 LINDMAN, DAVID 60.00 MEAL EXPENSE FOR TRAINING 497533 07252019LINDMAN 1400.6104 CONFERENCES & SCHOOLS POLICE DEPT. GENERAL 60.00 8475 8/1/2019 101483 MENARDS 119.20 GENERATOR FENCE REPAIR 497537 096958 5915.6530 REPAIR PARTS WATER TREATMENT 440.95 GENERATOR FENCE REPAIR 497535 96741 5915.6530 REPAIR PARTS WATER TREATMENT 54.97 SOUTH ZAM PIT DRAIN 497396 97003 5521.6406 GENERAL SUPPLIES ARENA ICE MAINT 42.97 PLUMBING SUPPLIES 497598 97068 5511.6406 GENERAL SUPPLIES ARENA BLDG/GROUNDS 143.62 CLEANING SUPPLIES 497536 97116 5911.6406 GENERAL SUPPLIES WELL PUMPS 29.99 HOSE 497397 97118 5521.6406 GENERAL SUPPLIES ARENA ICE MAINT 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 13Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8475 8/1/2019 101483 MENARDS Continued... 29.87 FORMS 497732 97285 1646.6577 LUMBER BUILDING MAINTENANCE 861.57 8476 8/1/2019 100906 MTI DISTRIBUTING INC. 260.00 PUMP CONFIGURATION 497515 1224792-00 5422.6611 IRRIGATION EQUIPMENT MAINT OF COURSE & GROUNDS 68.64 IRRIGATION PARTS 497433 1225544-00 5761.6530 REPAIR PARTS CENTENNIAL LAKES OPERATING 328.64 8477 8/1/2019 101620 NORTH SECOND STREET STEEL SUPPLY 74.50 STEEL 497370 439859 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 140.00 CONCRETE METAL FORMS 497528 440241 1301.6556 TOOLS GENERAL MAINTENANCE 214.50 8478 8/1/2019 115669 ON CALL SERVICES 350.00 CLEAN YELLOW TWIST SLIDE 497735 3020 #2 5720.6530 REPAIR PARTS EDINBOROUGH OPERATIONS 350.00 8479 8/1/2019 106322 PROSOURCE SUPPLY 113.76 9" PLATES 497700 158014 5320.5510 COST OF GOODS SOLD POOL CONCESSIONS 191.78 GLOVES, LINERS 497700 158014 5311.6511 CLEANING SUPPLIES POOL OPERATION 305.54 8480 8/1/2019 100977 RICHFIELD PLUMBING COMPANY 1,121.25 RPZ TESTING AND REPAIRS 497407 77155 5913.6180 CONTRACTED REPAIRS DISTRIBUTION 1,121.25 8481 8/1/2019 101000 SOULO COMMUNICATIONS 64.27 BUS CARDS 497509 105543 5410.6575 PRINTING GOLF ADMINISTRATION 64.27 8482 8/1/2019 122455 SPRING LAKE ENGINEERING 3,872.50 DESIGN/PROGRAMMING PANEL VIEWS 497406 2199 5913.6103 PROFESSIONAL SERVICES DISTRIBUTION 3,872.50 8483 8/1/2019 101017 SUBURBAN CHEVROLET 87.48 MIRROR 494267 1020133 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 18.10 SENSOR 496832 102868 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 108.29 LATCH 497419 103136 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 58.13-CREDIT MEMO 493313 CM101286 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 57.19-CREDIT MEMO 493312 CM101452 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 14Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 8483 8/1/2019 101017 SUBURBAN CHEVROLET Continued... 21.70-CREDIT MEMO 493311 CM42197 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 76.85 8484 8/1/2019 144033 USS MINNESOTA ONE MT LLC 1,575.07 497741 2019000134 5420.6185 LIGHT & POWER CLUB HOUSE 2,135.22 497741 2019000134 5420.6185 LIGHT & POWER CLUB HOUSE 258.03 497741 2019000134 5761.6185 LIGHT & POWER CENTENNIAL LAKES OPERATING 340.08 497741 2019000134 5761.6185 LIGHT & POWER CENTENNIAL LAKES OPERATING 599.29 497741 2019000134 5761.6185 LIGHT & POWER CENTENNIAL LAKES OPERATING 1,802.72 497741 2019000134 5861.6185 LIGHT & POWER VERNON OCCUPANCY 1,916.31 497741 2019000134 5861.6185 LIGHT & POWER VERNON OCCUPANCY 1,936.38 497741 2019000134 5861.6185 LIGHT & POWER VERNON OCCUPANCY 10,563.10 8485 8/1/2019 119454 VINOCOPIA 15.00 497770 0237193-IN 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 936.00 497770 0237193-IN 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 951.00 8486 8/1/2019 120627 VISTAR CORPORATION 710.03 CONCESSIONS FOOD 497602 55652503 5520.5510 COST OF GOODS SOLD ARENA CONCESSIONS 710.03 8487 8/1/2019 101033 WINE COMPANY, THE 8.40 497771 113867 5862.5513 COST OF GOODS SOLD WINE VERNON SELLING 370.67 497771 113867 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 8.25 497293 113868 5822.5513 COST OF GOODS SOLD WINE 50TH ST SELLING 736.00 497293 113868 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 13.20 497655 113869 5842.5513 COST OF GOODS SOLD WINE YORK SELLING 864.00 497655 113869 5800.1353 INVENTORY WINE LIQUOR BALANCE SHEET 2,000.52 8488 8/1/2019 101091 ZIEGLER INC 644.42 BATTERIES 497603 PC002078802 1553.6530 REPAIR PARTS EQUIPMENT OPERATION GEN 644.42 289,644.50 Grand Total Payment Instrument Totals Checks 289,644.50A/P ACH Payment 7/31/2019CITY OF EDINA 12:07:33R55CKR2LOGIS101 15Page -Council Check Register by GL Council Check Register by Invoice & Summary 8/1/20197/18/2019 -- Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount 289,644.50 Grand Total Payment Instrument Totals Checks 289,644.50A/P ACH Payment Total Payments 289,644.50 Date: August 7, 2019 Agenda Item #: VI.C. To:Mayor and City Council Item Type: Report / Recommendation From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Approve Encroachment Agreement for 4950 Malibu Drive Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve encroachment agreement between the City and Lindsay J. Sokolowski and Joseph M. Sokolowski for 4950 Malibu Road. INTRODUCTION: 4950 Malibu Drive experienced a house fire recently. Mr. and Mrs. Sokolowski owns 4950 and 4970 Malibu Drive and plans to combine the lots and construct a house over portions of both lots. To issue the permits to begin construction as soon as possible, staff recommends approval of an encroachment agreement over an existing drainage and utility easements. The encroachment agreement will terminate after the drainage and utility easements are vacated by the Council at a later date. ATTACHMENTS: Description Encroachment Agreement (reserved for recording information) ENCROACHMENT AGREEMENT AGREEMENT made thisy of -) , 2019, by and between the CITY OF EDINA, a Minnesota municipal corporation ("City"), and LINDSAY J. SOKOLOWSKI and JOSEPH M. SOKOLOWSKI, wife and husband ("Owners"). 1. BACKGROUND. Owners are the fee owner of certain abutting real properties located in the City of Edina, County of Hennepin, and State of Minnesota, legally described on the attached Exhibit "A" having street addresses of 4950 and 4970 Malibu Drive, Edina, Minnesota ("Subject Property"). The City owns easements for drainage and utility purposes over portions of the Subject Property described on the attached Exhibit "B". Owner desires to construct a new home on the Subject Property which encroaches on the City's drainage and utility easement area. 2. ENCROACHMENT AUTHORIZATION. The City hereby approves the encroachment in its easement areas on the Subject Property for the home subject to the conditions set forth in this Agreement. 203054v1 1 3. HOLD HARMLESS AND INDEMNITY. In consideration of being allowed to encroach in the City's easement areas, Owners, for themselves, their heirs, successors and assigns, hereby agree to indemnify and hold the City harmless from any damage to the Subject Property, including the portion of the home in the City's easement areas, caused in whole or in part by the encroachment into the City's easement areas unless casued by the actions or inactions of the City. 4. TERMINATION OF AGREEMENT. This Agreement shall terminate if and when the easement is vacated by the City. 5. RECORDING. This Agreement shall run with the land and shall be recorded against the title to the Subject Property. CITY OF EDINA By (SEAL) James Hovland, Mayor And Scott Neal City Manager STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this day of , 2019, by James Hovland and by Scott Neal, respectively the Mayor and City Manager of the City of Edina, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Notary Public 203054v1 2 203054v1 3 PROPERTY OWNERS: STATE OF MINNESOTA ) )ss. COUNTY OFAC/ hy.244, ) The foregoing instrument was acknowledged before me this c"))6clay of , 2019, by Lindsay J. Sokolowski and Joseph M. Sokolowski, wife and and. /(( lait/4714 Notary Public MICHELLE K. HANSON NOTARY PUBLIC - MINNESOTA My Commission Expires January 31, 2021 DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, #290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 RNKIjmo 203054v1 4 EXHIBIT "A" Legal description of the property: Par 1: Lot 5, Block 1, Landmark Addition. Par 2: The northwesterly 4.23 feet of Lot 4, Block 1, Landmark Addition as measured perpendicular to and parallel with the Northwesterly line of said Lot 4. [Address: 4950 Malibu Drive / PIN No. 30-117-21-32-0047 / COT No. 1330835] AND Lot 4, Block 1, Landmark Addition, except the Northwesterly 4.23 feet of Lot 4, as measured perpendicular to and parallel with the Northwesterly line of said Lot 4. [Address: 4970 Malibu Drive / PIN No. 30-117-21-32-0050 / COT No. 1473462] 203054v1 5 EXHIBIT "B" Legal description of City's drainage and utility easements: The Northwesterly 5 feet of Lot 4, Block 1, Landmark Addition, Hennepin County, Minnesota, lying between the Southwesterly 5 feet and the Northeasterly 10 feet thereof. The Southeasterly 5 feet of Lot 5, Block 1, Landmark Addition, Hennepin County, Minnesota, lying between the Southwesterly 5 feet and the Northeasterly 10 feet thereof. 203054v1 6 Date: August 7, 2019 Agenda Item #: VI.D. To:Mayor and City Council Item Type: Request For Purchase From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Request for Purchase: Braemar Streambank Stabilization Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Braemar Streambank Stabilization with G. F. Jedlicki, Inc. INTRODUCTION: This project will restore the streambank of the South Arm of the Nine Mile Creek and protect an existing sanitary sewer pipe. See attached Request for Purchase. ATTACHMENTS: Description Request for Purchase: Braemar Streambank Stabilization Plan Sheet City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: August 7, 2019 To: Mayor and City Council From: Chad A. Millner, P.E., Director of Engineering Subject: Request for Purchase: Braemar Streambank Stabilization Purchase Subject to: ☒List Quote/Bid ☐State Contract ☐Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget Background Staff discovered an exposed sanitary sewer pipe in the creek bed of the south arm of the Nine Mile Creek. Creek flows eroded the creek bank and material around the sanitary sewer pipe. The sanitary sewer pipe provides sanitary service to the Braemar Golf Dome, Braemar Arena, Braemar Field, Courtney Fields Complex and the South Metro Public Safety Training Facility. An exposed pipe is at risk for damage from debris during high creek flows. Barr Engineering assisted staff with reviewing the cause of the issue and developing a plan to stabilize the creek bank and protect the pipe. Date Bid Opened or Quote Received: Bid or expiration Date: July 18, 2019 September 18, 2019 Company: Amount of Quote or Bid: G.F. Jedlicki, Inc. Pember Companies, Inc. $20,367.50 $29,914.41 Recommended Quote or Bid: G.F. Jedlicki, Inc. $20,367.50 Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact This request for purchase is for construction to stabilize the creek bank and protect the sanitary sewer pipe. This is an emergency repair not included in the CIP. Funding for this contract is from the sanitary sewer utility fund. Environmental Impact Protecting this sanitary sewer pipe reduces the potential risk of failure. Failure in a creek bed would allow large amounts of clean water to enter the sanitary sewer system leading to increased flows, higher sanitary sewer fees from Met Council and potential basement backups. Community Impact A sealed sanitary sewer system reduces the amount of flow that requires treatment, which in turn reduces fees on our customers. It also reduces the risk of basement backups during large rain events. It is necessary to improve the infrastructure, and comply with Vision Edina’s mission statement to “provide effective and valued public services and maintain a sound public infrastructure”. Date: August 7, 2019 Agenda Item #: VI.E. To:Mayor and City Council Item Type: Request For Purchase From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Request for Purchase: Prospect Knolls A Neighborhood Street Reconstruction Design and Bidding Services Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Prospect Knolls A Neighborhood Street Reconstruction Design and Bidding Services with Short Elliot Hendrickson, Inc. INTRODUCTION: Staff requires engineering services assistance to complete the 2020 Street Reconstruction Program. See Request for Purchase form. ATTACHMENTS: Description Request for Purchase: Design and Bidding Services Agreement for Design and Bidding Services City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: August 7, 2019 To: Mayor and City Council From: Chad A. Millner, P.E., Director of Engineering Subject: Request for Purchase: Prospect Knolls A Neighborhood Street Reconstruction Design and Bidding Services Purchase Subject to: ☐List Quote/Bid ☐State Contract ☒Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget Background The Prospect Knolls A Neighborhood is scheduled for street reconstruction in 2020. The City’s street reconstruction program has 3 focused areas planned for 2020. The workload of this project is approximately 30% more than can be completed by staff. Short Elliot Hendrickson (SEH) has been part our of our local street reconstruction program in the past. This working relationship and agency understanding creates efficiencies in their work. The Capital Improvement Plan (CIP) estimates the project cost at $5.6 million. This service contract amount is consistent with industry averages for design and bidding services. Date Bid Opened or Quote Received: Bid or expiration Date: July 17, 2019 September 17, 2019 Company: Amount of Quote or Bid: Short Elliot Hendrickson, Inc. $247,688 Recommended Quote or Bid: Short Elliot Hendrickson, Inc. $247,688 Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact This request for purchase is for design and bidding services related to CIP #19-317. The estimated CIP project cost is $5,607,205. This includes street reconstruction with reviews of the sanitary, storm and water utility systems. Funding for this contract is a combination of special assessments, various utility funds and the Pedestrian and Cyclist Safety (PACS) fund. Environmental Impact None with the design and biding services contract but the preliminary engineering report will provide information on the environmental impacts during construction. Community Impact This contract will design and bid needed improvements to the transportation and utility systems in the Prospect Knolls A Neighborhood. It is necessary to improve the infrastructure, and comply with the City’s Living Streets Policy as well as Vision Edina’s mission statement to “provide effective and valued public services and maintain a sound public infrastructure”. Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 10901 Red Circle Drive, Suite 300, Minnetonka, MN 55343-9302 SEH is 100% employee-owned | sehinc.com | 952.912.2600 | 800.734.6757 | 888.908.8166 fax SUPPLEMENTAL LETTER AGREEMENT July 17, 2019 RE: City of Edina Prospect Knolls Neighborhood Roadway Reconstruction SEH No. EDINA151495 10.00 Mr. Chad Millner, PE Director of Engineering City of Edina Engineering and Public Works Facility 7450 Metro Boulevard Edina, MN 55439 Dear Chad: Short Elliott Hendrickson Inc. (SEH®) is pleased to submit the attached proposal for preliminary/final engineering, bid document, and bidding assistance phase services relative to the referenced project. The location of the project is shown in blue on page 3. If accepted, this supplemental letter agreement describes how we will provide these services for a not-to-exceed fee of $247,866.00. This amount is detailed in the attached Task Hour Budget (THB) and includes our reimbursable expenses. We will bill the City monthly for reimbursable expenses and on an hourly basis for labor. We will provide these services in accordance with our Agreement for Professional Engineering Services dated June 4, 2013, herein called the Agreement. Our anticipated project production schedule is given in the table below. Anticipated Project Schedule Work Item No. Work Item Description Work Item Key Milestone Date 1 Begin Engineering Study August 12, 2019 2 Deliver Draft Study to City for Review October 1, 2019 3 Edina Transportation Commission Meeting October 17, 2019 4 Public Improvement Hearing December 9, 2019 5 Begin Bidding Documents* December 10, 2019 6 Begin Advertising for Bids January 2020 7 Open Bids February 2020 8 Award Construction Contract February/March 2020 9 Begin Construction Spring 2020 * Assumes Council approval of Study at Public Improvement Hearing Mr. Chad Millner, PE July 17, 2019 Page 2 This Supplemental Letter Agreement, THB, and the Agreement represent the entire understanding between the City of Edina and SEH in respect to the project and may only be modified in writing if signed by both parties. We look forward to working with you and your staff on this project. Please contact me at 952.912.2616 or tmuse@sehinc.com with questions regarding this proposal. Sincerely, Toby Muse, PE Project Manager p:\ae\e\edina\151495\1-genl\10-setup-cont\03-proposal\sla ltr prospect knolls engr study and bid docs.docx Accepted on this ___day of________________, 2019 City of Edina, Minnesota By: _________________________________ Name _________________________________ Title Mr. Chad Millner, PE July 17, 2019 Page 3 PM PE PE PE Grad Eng Sr Tech Admin TechAccounting RepReimbursable Expenses (1) Total1.12215222222113221544812 12 8 8 44444 4 1131.2111121124158614303069 22 2 2 16 14 10 7 N/A 142$13,304.75 $3,197.48 $296.92 $243.82 $1,695.20 $1,492.86 $1,101.75 $753.48 $565.32 $22,651.572.12121226228822881121322 4888162.22462 4 12 123022 88202816262 6 20 204816 2924 88222.32121424121814121714121714121712 4121231Permanent Stormwater BMP's (15)Drainage/Storm Preliminary DesignIdentify existing manholes, catch basins, and pipes needing reconstruction in the project area (14)Prepare layout of proposed storm sewer (16)Identify tributary areasCalculate runoff coefficient "C" factorDetermine time of concentration "Tc" for tributary areasCalculate storm sewer catch basin spacingStreet and Pavement Preliminary DesignDetermine locations and depths of subgrade repairs (20)Develop street pavement sections (12) (13)Evaluate narrowing of roadways and intersection returns (11)Evaluate feasibility of adding sidewalk along east or west side of Shannon Dr between Dewey Hill Rd and Kemrich DrEvaluate widening of roadways (11)Prepare graphics detailing intersection return modifications for City review/approvalDevelop preliminary construction staging planUtility Gopher State One Call, Collect all utility maps from City (6) (30)Create BA file (7) (32)Geotechnical Investigation (8) (9)Review street closure/detour impactsCreate RW file (10)Review City's manhole/catch basin structure survey inventoryClosed Circuit Television (CCTV) Tapes/Disks and LogsReview City utility as-builtsTask Hours SummaryTask Fee SummaryTask #2 - Engineering StudyData CollectionProject communications (email, phone calls)Final design review (4)Project ManagementDevelop contractCreate project in accounting systemDevelop Quality Control PlanProject schedule and fee reviewInvoice managementClient: City of EdinaPrivate utility companies (2)Preliminary design review (4)Meetings (Notice, Agenda, Graphics / Materials, Minutes)Project Name: Prospect Knolls Neighborhood Roadway ReconstructionSEH Project #151495Date: July 17, 2019Billing TitleTask #1 - Project Management / MeetingsKickoff Meeting with City StaffNeighborhood meeting (3)Internal Kickoff MeetingCity Council meetings (5)Edina Transportation Committee meeting Page 1 of 4 PM PE PE PE Grad Eng Sr Tech Admin TechAccounting RepReimbursable Expenses (1) TotalClient: City of EdinaProject Name: Prospect Knolls Neighborhood Roadway ReconstructionSEH Project #151495Date: July 17, 2019Billing Title2.414528104484 8 24 24602.52.6416202.7416 40602682816262661425728 20303841527 82 24 20 312 146 10 N/A 621$5,206.21 $11,917.88 $3,563.04$2,438.15 $33,056.40 $15,568.35$1,101.75 $1,976.41 $74,828.183.11124 80801771 8 40 40 401291 8 24 24571 8 40 40893.21225122522262441012 44112 8 16 164228 8826188174408012424040821881721212261 888258161640288181881712424492 8 20 205024 8822Water main reconstruction planConstructability ReviewIdentify sanitary sewer main and manhole lining locations (36)Sanitary Sewer Preliminary DesignPrepare preliminary cost estimate (19)Prepare Engineering StudyDevelop draft engineering studyPrepare project area location map and other study graphicsDevelop preliminary assessment rollWater Main Preliminary Design (17)Street Lighting (18)Identify fire hydrants to be relocated due to changes in street widthEvaluate feasibility of water main connection between Wexford Rd and Gleason Rd via existing utility easementEvaluate locations of existing and proposed valves and fire hydrantsCross Section sheets (33)Prepare final studyTask Hours SummaryTask Fee SummaryTask #3 - Bid DocumentsFinalize DesignStreet / Pavement Design (24) (25) (26) (27)Drainage / Storm Sewer Design (28) (29)Sanitary Sewer DesignWater Main DesignQuality control reviewPavement Markings/SigningReview draft study with City StaffTurf Establishment / RestorationConstruction PlansTitle SheetGeneral LayoutEstimated Quantities, Notes, Standard PlatesConstruction DetailsTypical SectionsSequence of Operations/PhasingConstruction Access PlanExisting Conditions/RemovalsPlan and Profile Sheets (sanitary/water; storm/street) (31)(32)Create/update pipe networksProvide major crossing utility informationSanitary Sewer Flow Temporary Conveyance PlanErosion Control/SWPPPTraffic ControlPrepare and submit PDF file of the studyPage 2 of 4 PM PE PE PE Grad Eng Sr Tech Admin TechAccounting RepReimbursable Expenses (1) TotalClient: City of EdinaProject Name: Prospect Knolls Neighborhood Roadway ReconstructionSEH Project #151495Date: July 17, 2019Billing Title3.312 2 492226224212 40 25622424 8143.41 2 16 16351 2 12 122712 88193.522 22812312 2522 81227 125 6 56 520 500 12 N/A 1,246$5,206.21 $18,167.50 $890.76 $6,826.82 $55,094.00 $53,316.25 $1,322.10 $3,738.00 $144,561.644.12242214 121712 8 41511242463 6 25 14 N/A 48$578.47 $872.04 $2,648.75 $1,542.45 $182.90 $5,824.6169 22 2 2 16 14 10 7 N/A 142$13,304.75 $3,197.48 $296.92 $243.82 $1,695.20 $1,492.86 $1,101.75 $753.48 $565.32 $22,651.5727 82 24 20 312 146 10 N/A 621$5,206.21 $11,917.88 $3,563.04$2,438.15 $33,056.40 $15,568.35$1,101.75 $1,976.41 $74,828.1827 125 6 56 520 500 12 N/A 1,246$5,206.21 $18,167.50 $890.76 $6,826.82 $55,094.00 $53,316.25 $1,322.10 $3,738.00 $144,561.64Technical specifications and special provisionsAppendix (22)Quality Control ReviewCity SpecificationsTask Hours SummaryTask Fee SummaryTask Hours SummaryTask Fee SummaryTask #2 - Engineering StudyTask Hours SummaryTask Fee SummaryTask #3 - Bid DocumentsTask Hours SummaryTask Fee SummaryTask #1 - Project Management / MeetingsTask Hours SummaryTask Fee SummaryTask #4 - Bidding AssistanceBidding AssistancePrepare Ad for BidRespond to Bid InquiresAgency Reviews & Permits (23)60% and 90% City ReviewsDepartment of HealthPrepare Electronic Bid Documents (34)Prepare Necessary AddendaReview Tabulation of Bids for Accuracy and CompletenessOpinion of Probable Cost60% Cost Estimate90% Cost EstimateFinal Engineer's Opininon of Probable CostPrint paper copies of plans and project manual (35)Conditions of ContractProject ManualFront End (21)Private Utility CompaniesNine Mile Creek Watershed District PermitPage 3 of 4 PM PE PE PE Grad Eng Sr Tech Admin TechAccounting RepReimbursable Expenses (1) TotalClient: City of EdinaProject Name: Prospect Knolls Neighborhood Roadway ReconstructionSEH Project #151495Date: July 17, 2019Billing Title3 6 25 14 N/A 48$578.47 $872.04 $2,648.75 $1,542.45 $182.90 $5,824.61126 235 32 78 873 660 46 7 N/A 2,057$24,295.64 $34,154.90 $4,750.72 $9,508.79 $92,494.35 $70,377.45 $5,068.05 $753.48 $6,462.63 $247,866.00Notes:(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)(11)(12)(13)(14)(15)(16)(17)(18)(19)(20)(21)(22)(23)(24)(25)(26)(27)(28)(29)(30)(31)(32)(33)(34)(35)(36)Repairs or replacements of existing storm sewer structures and pipes are based on recommendations of City staff, the results of CCTV televising to be completed by the City, and as required to fit revised roadway widths.Task #4 - Bidding AssistanceTask Hours SummaryTask Fee SummaryProject SummaryProject Hours SummaryProject Fee SummarySEH will build off of the preliminary cost estimate already started by City staff. Assumes the City will complete all topographic survey and will provide CAD file and all structure measuredowns for SEH use.Includes evaluating the feasibility of producing reclaim aggregate base and reincorporating it into the proposed street section.No services proposed. Assumes permanent stormwater BMP's will not be required since the proposed impervious area is not anticipated to significantly increase from existing conditions. Based on preliminary discussions with the City, we understand that only water main in the cul-de-sacs will be reconstructed (upgrade to 6" main).Typical sections will be per the geotechnical memorandum.Includes employee mileage, reproductions, vehicle, survey equipment and computer costs.SEH will lead one (1) preliminary design meeting with private utilitiy companies to review preliminary design and any subsequent issues/constraints/upgrade opportunities.Assumes two (2) preliminary design and one (1) final design meeting with City staff.City staff will coordinate soil boring scope, schedule and contract with independent soil boring contractor.SEH will collect and review soil boring logs and test results and prepare geotechnical memorandum for recommended street/sidewalk typical sections.No services proposed. Assumes the City will prepare for and attend City Council meetings.Complete the detailed design of storm sewer extensions and/or reconfigurations shown in the Engineering Study.Includes cover sheet, certification sheet, table of contents, contact sheet, instructions to bidders, and proposal form.Includes soil boring data.Subcut locations will be per the geotechnical memorandum.Assumes existing storm sewer pipe capacities are adequate. Includes review of impacts to storm sewer pipe alignments if roads are narrowed and catch basins are relocated.No services proposed. If requested by the City, SEH will provide these services as a supplemental agreement. Assumes the City will collect and e-mail SEH all GSOC maps.No services proposed. Assumes the City will prepare for and conduct neighborhood meeting(s).SEH will create the Right of Way base file from GIS parcel linework.City standard minimum street width is 27' face of curb to face of curb. SEH will evaulate impacts of narrowing or widening streets to this width, including identifying potential retaining wall locationsBid documents will be available for purchase via Quest CDN on the City's web site.Print only enough copies for appropriate City and SEH staff.Recommendations will be provided by reviewing City-provided CCTV videos and reports.Tabulate existing manhole or catch basin reconstruction or adjustment for inclusion in the bid document plan set.Task includes adding the private utility line work to the base mapping. Include street centerline profiles for all streets. Include profiles of existing public utilities only when proposed public utility work can interfere with the existing utilities.Plan view base mapping is based on line work from topographic surveying. No aerial photos will be included on the bidding documents.Cross section plan sheets will be created for streets where curb and gutter is proposed.Assumes MPCA Sanitary Sewer, MnDNR, and USACE permits will not be required. Assumes the City will submit the MPCA NPDES permit application.Horizontal alignments and stationing will be assigned to all streets in the project area.Vertical alignments will be assigned to all streets in the project area. Wherever possible, the profile of the existing pavement will be held constant.Create intersection grading plans. These plans will not appear in the bid document plan set. Instead they will be utilized in the field by surveyors staking the reconstruction.Tabulation of earthwork for insertion into the bid documents. Includes information on a per street basis regarding gross common excavation, reclaimed aggregate base production and placement, imported class 5 aggregate base, subgrade repairs, and topsoil borrow.Page 4 of 4 Date: August 7, 2019 Agenda Item #: VI.F. To:Mayor and City Council Item Type: Request For Purchase From:Chad A. Millner, P.E., Director of Engineering Item Activity: Subject:Request for Purchase: Yorktown Park Sanitary Sewer Trunk Pipe Extension Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase: Yorktown Park Sanitary Sewer Trunk Pipe Extension INTRODUCTION: This project continues the expansion of sanitary sewer service in SE Edina. See attached Request for P urchase form. ATTACHMENTS: Description Request for Purchase: Yorktown Sanitary Sewer Trunk Pipe Extension City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: August 7, 2019 To: Mayor and City Council From: Chad A. Millner, PE, Director of Engineering Subject: Yorktown Park Sanitary Sewer Trunk Pipe Extension Purchase Subject to: ☒List Quote/Bid ☐State Contract ☐Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget Background: The SE part of Edina continues to increase in development density that in turn puts additional pressure on our sanitary sewer system. This project will meet increasing sewer capacity needs and continue from the 2017 project near 75th and Xerxes Ave. Date Bid Opened or Quote Received: Bid or expiration Date: July 29, 2019 September 29, 2019 Company: Amount of Quote or Bid: Minger Construction Co. Inc. S.M. Hentges & Sons, Inc R & R Excavating, Inc. $945,947.20 $1,617,287.00 $1,647,028.39 Recommended Quote or Bid: Minger Construction Co. Inc $945,947.20 Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact This project is funded by the sanitary sewer utility fund detailed in CIP Project #15-147. Environmental Impact The selected alignment avoids the need for lift stations that consume electric power. Community Impact The project extends trunk sanitary sewer capacity in southeast Edina to prepare for growth. It is necessary to improve the infrastructure, and comply with Vision Edina’s mission statement to “provide effective and valued public services and maintain a sound public infrastructure”. Date: August 7, 2019 Agenda Item #: VI.G. To:Mayor and City Council Item Type: Request For Purchase From:Andrew Scipioni, Transportation Planner Item Activity: Subject:Request for Purchase: CloverRide Circulator Bus Service Expansion Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve request for purchase for CloverRide Circulator Bus Service expansion with DARTS. INTRODUCTION: Given the success and popularity of CloverRide, the CloverRide Task Force and the Transportation Commission recommend expanding this service to serve areas of Edina north of State Highway 62, specifically, the Grandview and 50th & France neighborhoods. The compensation to DART S for adding a second route would be comparable to that of the current route. T he Task Force has also developed a marketing campaign to raise public awareness and increase ridership. Since June 2018, the City has been engaged in a service contract with DARTS to provide a fixed-route circulator bus. CloverRide currently serves southeast Edina, specifically, the Southdale, Promenade, Edinborough, Centennial Lakes and P arklawn neighborhoods. T he service operates Fridays from 10:00 a.m. to 3:00 p.m. and operates on a one-hour loop, traveling to ten stops that include senior residential properties, grocers and retailers. Riders can also request additional stops within two blocks of the regular route. A primary goal of this service is to provide mobility and access for residents and visitors to the City who can’t or chose not to drive. See attached Request for P urchase, service contract and draft route map. ATTACHMENTS: Description Request for Purchase: CloverRide Expansion CloverRide Circulator Bus Service Contract Draft CloverRide Route Map City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: August 7, 2019 To: Mayor and City Council From: Andrew Scipioni, Transportation Planner Subject: Request for Purchase: CloverRide Circulator Bus Service Expansion Purchase Subject to: ☐List Quote/Bid ☐State Contract ☒Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget DARTS ($18,750.00) Information/Background: In 1989, the Minnesota State Legislature passed a law that allowed the City of Edina to operate a transit system within an area bound by Highway 62 to the north and Highway 100 to the west (Laws of Minnesota 1989, Chapter 241, S.F. 54). This law gave the City authority to create a supplementary transit system without having to opt out of Metro Transit service, and the boundaries formed the limits of the original CloverRide route in the Southdale District. Staff discussed expansion beyond these limits with Metro Transit staff, who said cities that operate this type of weekly shuttle service "do not need any formal permission or action from the Met Council." This type of service is seen as "serving a separate market that is compatible to our regular route service as long as it is funded locally." Metro Transit also noted that several other communities operate this type of service without a law or a formal arrangement from Metro Transit. Edina is unique in that there is specific state legislation that permits operation of transit service. Date Bid Opened or Quote Received: Bid or expiration Date: June 7, 2019 June 14, 2020 (expiration of current service contract) Company: Amount of Quote or Bid: DARTS $18,750.00 Recommended Quote or Bid: Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact This service will be funded through the City’s general tax levy and has an approved budget. The circulator bus service was recommended in the 2008 Comprehensive Plan; this contract is an expansion of the service introduced last year. Environmental Impact Transportation is currently the largest contributor to greenhouse gas emissions, with the largest subcomponent being light-duty vehicles (i.e. single or low-occupancy vehicles). CloverRide replaces many light-duty vehicles trips, resulting in a reduction in energy use and carbon emissions. Community Impact A primary goal of this service is to provide increase mobility and access for residents and visitors to the City who cannot or choose not to drive. Some segments of the City’s population are either unable or choose not to own a personal vehicle (the elderly, those with disabilities, etc.). These members of the community will particularly benefit from the improved mobility and convenience provide by the circulator bus service. The growing and increasingly active senior population in Edina also stands to benefit from this service. AGREEMENT Agreement entered into this 7th day of August, and covering the period from September 13, 2019 through June 14, 2020, by and between the DARTS and the City of Edina. Whereas, the City of Edina desires to provide a transportation method in their City, DARTS will provide a second fixed-route bus circulator, CloverRide North, that will run at least one weekday per week. The bus will not run on DARTS holidays, or in inclement weather. The parties agree as follows: City of Edina: 1. The City of Edina will lead the communications and marketing of the bus circulator. 2. The City of Edina will identify task force participants and actively participate in the planning and design of the route. DARTS: 1. DARTS will provide bus, qualified drivers and all necessary documentation of bus insurance, driver licenses and training certification. DARTS will also provide quarterly reporting on ridership. 2. DARTS will regularly (not less than twice per year) convene the Clover Ride Task Force to discuss measures of success, adjustments to the route, schedule, fares, sponsorships, etc. Compensation DARTS compensation for this 9-month pilot program, effective September 13, 2019 through June 14, 2020, will be $18,750. Method of Payment The City of Edina will send the compensation amount of $6,250 to DARTS by September 13, 2019 and $6,250 quarterly to DARTS by the 15th of the month following the start of the quarter starting December 15, 2019 without need of a request for payment. Remit Payment to: DARTS 414 South 8th Street Minneapolis, MN 55404 City of Edina: By: ______________________________ Mayor By: ______________________________ City Manager DARTS: By: ______________________________ President G I 5 Lunds & Byerlys (50th & France) 7 6 4 Perkins 100 62 EdinaMN.gov/CloverRide952-826-0322 CloverRide is a Friday bus service that takes riders to and from destinations in the greater Southdale, Grandview and 50th & France areas. CloverRide North Walkable Destinations CloverRide South 1 Coffee shops 2 Bank 3 Edina Community Library 4 Edina City Hall 5 Edina Cinema, Edina Liquor, coffee shops, restaurants 6 Coffee shop, pharmacy 7 Edina Liquor, Yorkdale Shoppes, coffee shop 8 Hardware store A Southdale YMCA B Bank C Centennial Lakes Park + Plaza D Rue de France E Fairview Southdale Hospital, Southdale Medical Center F Hennepin County Service Center, restaurants G Edina Liquor, Yorkdale Shoppes, coffee shop H Coffee shops, restaurants I Coffee shop, pharmacy J Yorktown 1 Summit Point 2 Vernon Terrace 3 Edina Senior Center 8 Jerry’s Foods Target Cub Foods A South Haven B Heatherton Condos C Whole Foods D Lunds & Byerlys (Southdale) E Aurora on France H Galleria F Southdale Center J Yorktown Continental Station Transfer Station Runs 10 a.m.-3 p.m. Fridays • $3DRAFT Date: August 7, 2019 Agenda Item #: VI.H. To:Mayor and City Council Item Type: Report / Recommendation From:Andrew Scipioni, Transportation Planner Item Activity: Subject:Approve Traffic Safety Report of June 25, 2019 Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve the Traffic Safety Report of June 25, 2019. INTRODUCTION: The Transportation Commission reviewed the June 25, 2019 Traffic Safety Report at their July 18 meeting and moved to forward the report to City Council for approval. ATTACHMENTS: Description Traffic Safety Report, June 25, 2019 August 7, 2019 Mayor and City Council Nick Bauler, Traffic Safety Coordinator Traffic Safety Report of June 25, 2019 Information / Background: The Traffic Safety Committee (TSC) review of traffic safety matters occurred on June 25. The Traffic Safety Coordinator, Police Lieutenant, City Engineer, Public Works Director, Transportation Planner and Assistant City Planner were in attendance for this meeting. The Traffic Safety Specialist was not able to attend, but was informed of the decisions and had no objections to the recommendations. On each of the items, persons involved have been contacted and the staff recommendation has been discussed with them. They were informed that if they disagree with the recommendation or have additional facts to present, these comments can be included on the July 18 Edina Transportation Commission and the August 7 City Council meeting agendas. Section A: Items on which the Traffic Safety Committee recommends action A1. Request to review parking near the entrance of Courtney Fields off Braemar Blvd • There is a 150’ pedestrian path between Courtney Fields and Braemar Golf Course where vehicles park. • During afternoon and weekend baseball games at Courtney Fields, parking is utilized by baseball players, parents and coaches. • Parking restriction signs are in place where parking is utilized. • Resident is requesting enforcement based on signs in-place, improved signage or to remove signage altogether. • Parking is utilized along the pedestrian path where EMS vehicles would not be able to access Courtney Fields from Braemar Blvd. Map: Parking taking place during a Friday evening (14 vehicles are parked in this photo) STAFF REPORT Page 2 After review, staff recommends improving signage for parking restrictions as only authorized vehicles are allowed on the pedestrian path that leads to Courtney Fields. Signage will also restrict vehicles driving into Courtney Fields to drop-off or pick-up equipment. A2. Request to add parking restriction signs on Spruce Rd • A reconstructed home at 6205 Spruce Rd is for sale and contractors marked one-sided parking along the north/south portion of Spruce Rd, which is technically an alley. • Parking is not allowed on alleys in Edina. • The east/west portion of Spruce Rd is measured at 17’ wide. • No parking restriction signs are present on Spruce Rd. After review, staff recommends adding signs to restrict parking on both sides of Spruce Rd between Grove Pl and 6201 Spruce Rd. Given the width, emergency vehicles would need more space than would be available if parking was utilized on one side. A3. Request to make temporary on-street parking on W 51st St, west of France Ave permanent • Parking restrictions were temporarily removed in June 2018 to accommodate the demand for parking during construction on parking ramps near 50th & France. • Parking on W 51st St has been utilized daily. • ADT on W 51st St is 6,100. • W 51st St has a width of 46’. • Listed as item C1 in May 2019 Traffic Safety Report; ETC recommended further study as concerns of W 50th St possibly receiving diverted traffic due to parking on W 51st St. After review, staff recommends making the on- street parking on both sides of W 51st St permanent. Staff sites the width of the street allows parking on both sides and this can lower vehicle speeds when parking is utilized. With no reported crashes taking place since parking has been temporarily allowed, there is no increased safety concern. Map: Spruce Rd near Interlachen Country Club (note: the area within the circle has not parking restriction signs) Map: Location of W 51st St (note- area in red is location temporary on street parking is allowed) STAFF REPORT Page 3 Section B: Items on which the Traffic Safety Committee recommends no action B1. Request to review parking restrictions on Xerxes Ave, east of YMCA • Resident on the east side of Xerxes, north of W 74th St is concerned with buses picking up and dropping off children on the west side of Xerxes Ave directly opposite of his driveway. • Parking is restricted on both sides of Xerxes Ave. • Xerxes Ave and W 74th St (south of the YMCA) have widths of 24’ and 18’, respectively. • The Nine Mile Creek Regional Trail runs along the west side of Xerxes Ave. • Resident wants buses to not park across from his driveway. • W 74th St was overlaid in 2019. After review, staff recommends no changes to parking restrictions on Xerxes Ave. After working with the resident and EPD, the YMCA was informed buses will be allowed to pick- up and drop-off kids on W 74th St as emergency services should not have an issue accessing W 74th St and York Ter. B2. Request to add stop signs for drivers exiting business onto Lincoln Dr • There are five commercial driveways along Lincoln Dr. • Residents who walk along Lincoln Dr notice businesses do not have stop signs when exiting onto Lincoln Dr, and expressed concern about the level of safety for pedestrians. • A new shared-use path will be installed on the east side of Lincoln Dr narrowing the street by 12’ After review, staff recommends no changes. With the addition of the new shared-use path, pedestrians will be separated from vehicles and the street will become narrower, leading to a safer corridor. Stop signs at these locations would need to be installed by those who manage the private properties. Map: Xerxes Ave and W 74th St at Edina YMCA (note: the red property is the residence that is concerned with bus pickup and drop-off) Map: Lincoln Dr businesses without stop signs STAFF REPORT Page 4 B4. Request to add an “End School Speed Zone” sign on Tracy Ave • An employee at Countryside Elementary School requested to add an “End School Speed Zone” sign for northbound traffic passing the school. • ADT on Tracy Ave is 3,970 • 85% speed is 33.6 mph. • Per the MnMUTCD, no such sign is required along with a new speed limit sign upon exiting a school zone. After review, staff recommends no changes. As a speed limit sign is present for northbound traffic past Benton Ave, this signifies the end of the school speed zone. B5. Request for parking restriction signs along Wooddale Ave • A resident is concerned when vehicles park on the east side of Wooddale Ave near his driveway during events at Edina Country Club or St. Stephen’s Church, leading to poor sight lines. • Between 5105-5111 Wooddale (four homes) there are seven driveway entrances/exits. • Parking is allowed on the east side of Wooddale Ave. • Per City Code, on-street parking is restricted within 5’ of any driveway. After review, staff recommends no changes. It is recommended for residents to contact EPD for enforcement if vehicles are parked within 5’ of a driveway. Section C: Items on which the Traffic Safety Committee recommends further study C1. Request to add pedestrian restriction signs at the Browndale Ave bridge • A resident who frequently uses the Browndale Ave bridge is requesting a sign to restrict pedestrians due to how narrow the bridge is and fear vehicles don’t yield properly. • The width on the bridge is 21.5’. • ADT on Browndale Ave is 3,570 • A pedestrian path leading to the Country Club neighborhood is located 235’ east of Browndale Ave bridge entrance. Map: Countryside Elementary neighborhood Map: Wooddale Ave location of four homes having issues of vehicles blocking driveways or impeding sight lines Map: Browndale Ave bridge (sidewalk facilities are shown in orange) STAFF REPORT Page 5 After review, staff recommends no changes. The Browndale Ave bridge is a public right-of- way and pedestrians can’t be restricted from such areas. The Transportation Commission recommended further study, suggesting increased signage, vegetation management to improve sight lines, and/or signage/pavement markings at the informal canoe launch on the north side of the bridge. Section D: Other traffic safety items handled D1. Resident was concerned with vehicle speeds on Division St, near their residence on Spur Rd. The resident is new to the area and was curious of vehicle speeds. Upon collecting data, the 85% speed was 30.4 mph. Staff is content with these speeds and will continue to monitor. D2. A submission was made regarding the condition of a pedestrian ramp at the intersection of Interlachen Blvd and Vernon Ave. Public Works inspected this concern and the resident was informed the pedestrian ramp will be reconstructed following the current road work taking place at this intersection. D3. A resident submitted a concern for inadequate sight lines for southbound vehicles on Ayrshire Blvd at Vernon Ave. The resident was requesting the trees to be trimmed back to help improve overall sight lines. Edina Police’s Clearview Officer was notified of this concern to review proper sight lines. D4. A resident submitted a request for a crosswalk over Sunnyside Rd at Curve Ave. Upon review, a crosswalk was not warranted due to overall pedestrian crosses of 11 during the peak hour. D5. Two different concerns were raised at the intersection of Interlachen Blvd and Vernon Ave which included a broken sign and overall safety concerns during a project taking place at the intersection. A new sign will be installed following the completion of the project and the safety concerns were inspected and the construction crews were following the designed safety plans. D6. A resident submitted a concern of a commercial dumpster being placed on Sunnyside Rd, taking up a full lane of traffic. This concern was submitted to the Residential Redevelopment Coordinator. D7. A submission was made of drivers not stopping at stop signs or driving in the wrong direction at the intersection of W 62nd St at Valley View Rd. This concern was forwarded to the EPD for stop sign enforcement. D8. A resident contacted Traffic Safety regarding irregular backups on W 77th St traveling eastbound over Highway 100. These backups were due to road work along W 77th St during the Pentagon Park development project. The resident was informed of the length of the closure and when it was reopened. D9. A request was made for a temporary all-way stop at the intersection of Xerxes Ave at W 64th St. This request was submitted due to increased vehicle delays coming from W 64th St while detoured traffic is leading to further backups on Xerxes Ave. This concern was forwarded to MnDOT as they are overlooking traffic patterns that are shifting during the France Ave bridge project. D10. A resident was concerned with cut-thru traffic and vehicle speeds on Mendelssohn Ln. After collecting vehicle data, there was an ADT of 60 and an 85% speed of 24.1 MPH. This data illustrates proper usage of Mendelssohn Ln and no changes are recommended by staff. D11. A resident was concerned with vehicles speeds on Vernon Ave near Chantrey Rd. The resident lives adjacent to Vernon Ave and is concerned with the level of safety in the area, especially with the 40 mph speed limit on Vernon Ave. Hennepin County was contacted and noted that Vernon Ave has bike lanes and STAFF REPORT Page 6 pedestrian facilities in this area. The County is satisfied with the current use of Vernon Ave, which is classified as a minor arterial roadway. D12. A concern was submitted regarding the location of a new fence built in the alley between York Ave and Zenith Ave, south of W 58th St. This concern was sent to Edina Police’s Clearview Officer to review if the fence is encroaching upon sight lines along the alley. D13. A concern was submitted for the lack of visibility of a stop sign for southbound traffic on Wooddale Ave approaching W 54th St. Visibility concerns exist due to vegetation growing along the fence bordering the Edina Country Club. The vegetation has since been trimmed to allow adequate visibility of the stop sign. Date: August 7, 2019 Agenda Item #: VI.I. To:Mayor and City Council Item Type: Report / Recommendation From:Jeff Brown, Community Health Administrator Item Activity: Subject:Resolution No. 2019-54: Authorizing Public Health Emergency Preparedness Agreement Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2019-54 authorizing agreement with City of Bloomington for P ublic Health Emergency Preparedness Services. INTRODUCTION: This is an annual agreement between the City of Edina and City of Bloomington for Public Health Emergency Preparedness Services. The City Attorney has reviewed the agreement. ATTACHMENTS: Description Resolution No. 2019-54: Authorizing Public Health Emergency Preparedness Agreement 2019-2020 Public Health Emergency Preparedness Agreement RESOLUTION NO 2019-54 AUTHORIZING THE CITY OF EDINA TO ENTER INTO A PUBLIC HEALTH PREPAREDNESS AND RESPONSE AGREEMENT WITH THE CITY OF BLOOMINGTON WHEREAS, the CITY, acting as a Community Health Board, and pursuant to Minnesota Statutes 145A.04, is empowered to enter into a contractual agreement for the provision of statutorily prescribed public health services, and WHEREAS, the Public Health Division within the City of Bloomington is a duly certified public health agency operating in accordance with all applicable federal and state requirements, and WHEREAS, the CITY has for seventeen years contracted with the Public Health Division of the City of Bloomington for emergency preparedness and response services. NOW, THEREFORE, BE IT RESOLVED, by the Edina City Council that the Mayor and the City Manager are authorized to execute a Public Health Preparedness and Response Agreement with the City of Bloomington to complete administrative and programmatic duties as a Community Health Board. Passed and adopted this 7th day of August 2019. ATTEST: Sharon Allison, City Clerk James B. Hovland, Mayor STATE OF MINNESOTA ) COUNTY OF HENNEPIN )SS CITY OF EDINA ) CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting of August 7, 2019, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this 7th day of August 2019. _________________________________ City Clerk Agreement ID: 2019-413 PUBLIC HEALTH PREPAREDNESS SERVICES AGREEMENT BETWEEN THE MINNESOTA CITIES OF BLOOMINGTON AND EDINA THIS AGREEMENT is made by and between the CITY OF BLOOMINGTON, MINNESOTA, a Minnesota municipal corporation, acting through its Public Health Division, located at 1800 West Old Shakopee Road, Bloomington, Minnesota 55431-3027 (“Bloomington”), and the CITY OF EDINA, MINNESOTA, a Minnesota municipal corporation located at 4801 West 50th Street, Edina, Minnesota 55424 (“Edina”). Bloomington and Edina are herein referred collectively as the “Parties”. RECITALS A. Bloomington warrants and represents that its Division of Public Health is a duly certified public health agency operating in accordance with all applicable federal and state requirements. B. Bloomington's Division of Public Health provides Public Health Emergency Preparedness Services to respond to bioterrorism, infectious diseases, and other threats to public health including, but not limited to coordination, assessment, planning and exercise, response, surveillance, notification, and training (“PH Emergency Preparedness Services”). Bloomington also provides services and activities to improve the mass dispensing of medicines and medical supplies through the Cities Readiness Initiative (“CRI Duties”). C. Edina wishes to promote, support, and maintain the health of its residents by providing PH Emergency Preparedness Services and Cities Readiness Initiative (“CRI”) planning activities to its residents, and desires to contract with Bloomington to provide such PH Emergency Preparedness Services and CRI Duties, funding these duties via Minnesota Department of Health (MDH) grant dollars and subject to the grant compliance timelines provided by MDH. D. Bloomington is willing to provide such PH Emergency Preparedness Services and perform such CRI Duties to residents of Edina on the terms and conditions set forth in this Agreement. NOW, THEREFORE, in consideration of the terms and conditions expressed herein, Edina and Bloomington agree as follows: AGREEMENT 1. Services to be Provided. Bloomington agrees to provide the residents of Edina with PH Emergency Preparedness Services and CRI Duties as set forth in Bloomington’s Scope of Services attached hereto as Exhibit A or any supplemental letter agreements, or both, entered into between Edina and Bloomington (“Services”). The Services referenced in the attached Exhibit A or any supplemental letter agreements shall be incorporated into this 2 Agreement by reference. All Services shall be provided in a manner consistent with the level of care and skill ordinarily exercised by contractors currently providing similar services. 2. Time for Completion. This Agreement shall remain in force and effect commencing from July 1, 2019 and continuing until June 30, 2020, unless terminated by either party or amended pursuant to the Agreement. 3. Consideration. The consideration, which Edina shall pay to Bloomington, shall not exceed $49,056.00, pursuant to the terms of payment set forth in Exhibit B and incorporated herein to this Agreement. 4. Approvals. Bloomington will secure Edina’s written approval before making any expenditures, purchases, or commitments on Edina’s behalf beyond those listed in the Services. Edina’s approval may be provided via electronic mail. 5. Termination. Notwithstanding any other provision hereof to the contrary, either party may terminate this Agreement for any reason upon giving thirty (30) days’ written notice to the other party. In the event of termination, the quarterly payment next due shall be prorated and paid for only the period ended as of the date of termination, and Edina shall pay such reduced quarterly payment for the period ended on the date of termination, within fifteen (15) days after receipt of Bloomington’s invoice. Bloomington reserves the right to cancel this Agreement at any time in event of default or violation by Edina of any provision of this Agreement. Bloomington will provide a thirty (30) day written notice period within which Edina may cure said default or violation. During the thirty (30) day cure period, Bloomington may cease performance of any duties under this Agreement until Edina is no longer in default or violation of this Agreement. In the event the default or violation is not cured, Bloomington may take whatever action at law or in equity that may appear necessary or desirable to collect damages arising from a default or violation or to enforce performance of this Agreement. 7. Amendments. No amendments may be made to this Agreement except with the written consent of the Parties. 8. Records/Inspection. Pursuant to Minnesota Statutes § 16C.05, Subd. 5, the Parties agree that the books, records, documents, and accounting procedures and practices, that are relevant to the contract or transaction, are subject to examination by the other party and the state auditor or legislative auditor for a minimum of six years. The Parties shall maintain such records for a minimum of six years after final payment. 9. Indemnification. To the fullest extent permitted by law, each party, and its successors or assigns, shall be liable for its acts and the results thereof and agrees to protect, defend, indemnify, save, and hold harmless the other party, its officers, officials, agents, volunteers, and employees from any and all claims; lawsuits; causes of actions of any kind, nature, or 3 character; damages; losses; or the costs, disbursements, and expenses of defending the same, including but not limited to attorneys’ fees, professional services, and other technical, administrative or professional assistance resulting from or arising out of the acting party’s (or its subcontractors, agents, volunteers, members, invitees, representatives, or employees) performance of the duties required by or arising from this Agreement, or caused in whole or in part by any negligent act or omission or willful misconduct, or arising out of the failure to obtain or maintain the insurance required by this Agreement. Nothing in this Agreement shall constitute a waiver or limitation of any immunity or limitation on liability to which the Parties are entitled. Each Party’s liability shall be governed by the provisions of Minnesota Statutes, Chapter 466 and other applicable law. The Parties agree that liability under this Agreement is controlled by Minnesota Statutes § 471.59, subdivision 1a, and that the total liability for the Parties shall not exceed the limits on governmental liability for a single unit of government as specified in Minnesota Statutes § 466.04, subdivision 1(a). The Parties agree that these indemnification obligations will survive the completion or termination of this Agreement. 10. Insurance. Each party warrants that it has a purchased insurance or has a self-insurance program. Each party shall promptly notify the other of any claim, action, cause of action or litigation brought against the party, its employees, officers, agents or subcontractors, which arises out of the Services contained in this Agreement whenever either party has a reasonable basis for believing that it, or its employees, officers, agents or subcontractors, or the other party may become the subject of a claim, action, cause of action or litigation arising out of the Services contained in the Agreement. 11. Subcontracting. Neither Bloomington nor Edina shall assign, sublet, or transfer any rights under or interest (including, but without limitation, moneys that may become due or moneys that are due) in the Agreement without the written consent of the other except to the extent that the effect of this limitation may be restricted by law. Unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under this Agreement. Nothing contained in this paragraph shall prevent Bloomington from employing such independent consultants, associates, and subcontractors, as it may deem appropriate to assist it in the performance of services hereunder. Any instrument in violation of this provision is null and void. 12. Assignment. Neither Bloomington nor Edina shall assign this Agreement or any rights under or interest in this Agreement, in whole or in part, without the other party’s prior written consent. Any assignment in violation of this provision is null and void. 13. Independent Contractor. Bloomington shall be deemed an independent contractor. Bloomington’s duties will be performed with the understanding that Bloomington has special expertise as to the services which Bloomington is to perform and is customarily engaged in the independent performance of the same or similar services for others. All required equipment and personnel shall be provided or contracted for by Bloomington. The manner in which the services are performed shall be controlled by Bloomington; however, the nature of the services and the results to be achieved shall be specified by Edina. The Parties agree that this is not a joint venture and the Parties are not co-partners. Bloomington is not to be deemed an employee or agent of Edina and has no authority to make any binding 4 commitments or obligations on behalf of Edina except to the extent expressly provided herein. All services provided by Bloomington pursuant to this Agreement shall be provided by Bloomington as an independent contractor and not as an employee of Edina for any purpose, including but not limited to: income tax withholding, workers' compensation, unemployment compensation, FICA taxes, liability for torts and eligibility for employee benefits. 14. Compliance with Laws. The Parties shall exercise due care to comply with applicable federal, state and local laws, rules, ordinances and regulations in effect as of the date Bloomington agrees to provide the Services. 16. Entire Agreement. This Agreement, any attached exhibits and any addenda or amendments signed by the Parties shall constitute the entire agreement between Bloomington and Edina, and supersedes any other written or oral agreements between Bloomington and Edina. This Agreement can only be modified in writing signed by Bloomington and Edina. If there is any conflict between the terms of this Agreement and referenced or attached items, the terms of this Agreement shall prevail. 17. Third Party Rights. The Parties to this Agreement do not intend to confer on any third party any rights under this Agreement. 18. Choice of Law and Venue. This Agreement shall be governed by and construed in accordance with the laws of the state of Minnesota. Any disputes, controversies, or claims arising out of this Agreement shall be heard in the state or federal courts of Hennepin County, Minnesota, and all parties to this Agreement waive any objection to the jurisdiction of these courts, whether based on convenience or otherwise. 19. Conflict of Interest. Bloomington shall use reasonable care to avoid conflicts of interest and appearances of impropriety in representation of Edina. In the event of a conflict of interest, Bloomington shall advise Edina and either secure a waiver of the conflict or advise Edina that it will be unable to provide the requested services. 20. Work Products and Ownership of Documents. All records, information, materials and other work products, including, but not limited to the completed reports, drawings, plans, and specifications prepared and developed in connection with the provision of services pursuant to this Agreement shall become the property of Edina, but reproductions of such records, information, materials and other work products in whole or in part may be retained by Bloomington. Regardless of when such information was provided, Bloomington agrees that it will not disclose for any purpose any information Bloomington has obtained arising out of or related to this Agreement, except as authorized by Edina or as required by law. These obligations survive the termination of this Agreement. 21. Agreement Not Exclusive. Bloomington retains the right to perform other PH Emergency Preparedness Services and CRI Duties for other entities, in Bloomington’s sole discretion. 5 22. Data Practices Act Compliance. Any and all data provided to Bloomington, received from Bloomington, created, collected, received, stored, used, maintained, or disseminated by Bloomington pursuant to this Agreement shall be administered in accordance with, and is subject to the requirements of the Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13. The Parties agree to notify the other party within three (3) business days if it receives a data request from a third party. This paragraph does not create a duty on the part of the Bloomington to provide access to public data to the public if the public data are available from Edina, except as required by the terms of this Agreement. These obligations survive the termination of this Agreement. 23. No Discrimination. The Parties agree not to discriminate in providing products and services under this Agreement on the basis of race, color, sex, creed, national origin, disability, age, sexual orientation, status with regard to public assistance, or religion. Violation of any part of this provision may lead to immediate termination of this Agreement. The Parties agree to comply with Americans with Disabilities Act as amended, Section 504 of the Rehabilitation Act of 1973, and the Minnesota Human Rights Act, Minnesota Statutes, Chapter 363A. Each party agrees to hold harmless and indemnify the other party from costs, including but not limited to damages, attorney's fees and staff time, in any action or proceeding brought alleging a violation of these laws by the acting party or its guests, invitees, members, officers, officials, agents, employees, volunteers, representatives and subcontractors. Upon request, the Parties shall provide accommodations to allow individuals with disabilities to participate in all services under this Agreement. The Parties agree to utilize their own text telephone or the Minnesota Relay Service in order to comply with accessibility requirements. 24. Authorized Agents. Edina’s authorized agent for purposes of administration of this contract is Jeff Brown, the Community Health Administrator of Edina, or his designee. Bloomington’s authorized agent for purposes of administration of this contract is Nicholas Kelley, the Assistant Public Health Administrator of Bloomington, and all Services shall be performed by or under his supervision. 25. Notices. Any notices permitted or required by this Agreement shall be deemed given when personally delivered or upon deposit in the United States mail, postage fully prepaid, certified, return receipt requested, addressed to: Bloomington: City of Bloomington, 1800 West Old Shakopee Road, Bloomington, MN 55431, Attn: Nicholas Kelley; nkelley@bloomingtonmn.gov; 952-563-4962; Edina: City of Edina, 4801 West 50th Street, Edina, MN 55424, Attn: Jeff Brown; jbrown@edinamn.gov; 952-826-0466; or such other contact information as either party may provide to the other by notice given in accordance with this provision. 26. Waiver. No waiver of any provision or of any breach of this Agreement shall constitute a waiver of any other provisions or any other or further breach, and no such waiver shall be 6 effective unless made in writing and signed by an authorized representative of the party to be charged with such a waiver. 27. Headings. The headings contained in this Agreement have been inserted for convenience of reference only and shall in no way define, limit or affect the scope and intent of this Agreement. 28. Mediation. The Parties agree to submit all claims, disputes and other matters in question between the parties arising out of or relating to this Agreement to mediation at the Conflict Resolution Center, 2101 Hennepin Avenue, Suite 100, Minneapolis, Minnesota 55405. In the event mediation is unsuccessful, either party may exercise its legal or equitable rights. 29. Publicity. Bloomington and Edina shall develop language to use when discussing the Services. Bloomington and Edina agree that any publicity regarding the Services or the subject matter of this Agreement must not be released unless it complies with the approved language. Bloomington must not use Edina’s logo or state that Edina endorses its services without Edina’s prior written approval. Publicity approvals may be provided electronically. 30. Severability. In the event that any provision of this Agreement shall be illegal or otherwise unenforceable, such provision shall be severed, and the balance of the Agreement shall continue in full force and effect. 31. Signatory. Each person executing this Agreement (“Signatory”) represents and warrants that he or she is duly authorized. This Agreement may be executed in counterparts, each of which shall be deemed an original, but all of which taken together shall constitute but one and the same instrument. 32. Recitals. Bloomington and Edina agree that the foregoing Recitals are true and correct and are fully incorporated into this Agreement. [The balance of this page left blank intentionally.] 7 IN WITNESS WHEREOF, the Parties have caused this Services Agreement to be executed by their duly authorized representatives in duplicate on the respective dates indicated below. CITY OF BLOOMINGTON, MINNESOTA DATED:___________________________ BY:________________________________ Its: Community Services Director Reviewed and approved by the City Attorney. __________________________________ Melissa J. Manderschied CITY OF EDINA, MINNESOTA DATED:___________________________ BY:________________________________ Its: Mayor DATED:___________________________ BY:________________________________ Its: City Manager 8 EXHIBIT A TO AGREEMENT BETWEEN THE MINNESOTA CITIES OF BLOOMINGTON AND EDINA SCOPE OF SERVICES CDC Budget Period BP1 1901 (07/01/2019 – 06/30/2020) CHB and Tribal Health Duties All CHBs and THDs complete these Recurring Duties: ☐ Submit Work Plan with specific Planned Activities, no later than August 30, 2019 ☐ Submit a two-year training and exercise plan (MYTEP) (July 2020 – June 2022) due June 15, 2020 ☐ Mid-Year Report, due December 31, 2019 ☐ End of Year Report, due July 6, 2020 ☐ Update and maintain accounts/information in: ▪ Inventory Management and Tracking System (IMATS) ▪ MN Responds ▪ MN.TRAIN ▪ Partner Link ▪ Maintain three-deep 24/7 contact information ▪ MNTrac ☐ Maintain POD information in IMATS ☐ Health Alert Network (HAN) messages from MDH: Respond timely to HAN messages: alerts (1 hour) and advisories (24 hours) Maintain a current HAN contact list for each hospital and primary clinic within the jurisdiction Forward all HAN messages sent by MDH to the appropriate health care partners as directed in the HAN message; an exemption to this duty may be granted for an individual HAN message after consultation with MDH staff 1901 - 0 1 B P 1 C H B A N D T R I B A L H E A L T H D U T I E S ( J U L Y 1 , 2 0 1 9 – J U N E 3 0 , 2 0 2 0 ) 9 ☐ Test Volunteer Notification by conducting a call down drill. Submit a MN Responds After Action Report and update volunteer database based on drill results. A template for the MN Responds After Action Report can be found on SharePoint: https://mn365.sharepoint.com/sites/MDH/oep/grant/phep/AARIPMYTEP/Forms/AllItems.aspx. ☐ Staff maintain appropriate NIMS training based on their role(s), using PHEP Capability 3 (page 36) as a guide ☐ Maintain Health Care Coalition (HCC) signed membership. Ensure CHB representation on Health Care Coalition steering/advisory committees, and report back to CHB/LHD/THD Directors and Emergency Preparedness Coordinators on actions, information, and other important items ☐ After Action Reports, Improvement Plans, and Corrective Actions: ▪ Write AAR-IPs for exercises and significant incidents/events. Submit within 90 days of the exercise/incident/event ▪ AAR-IP templates can be found on MDH’s SharePoint site: https://mn365.sharepoint.com/sites/MDH/oep/grant/phep/AARIPMYTEP/Forms/AllItems.aspx) ▪ Document status or completion of corrective actions and track progress on improvement plans ▪ Retain AAR-IP documents for planning purposes according to your agency’s retention policies ☐ Attend MDH-sponsored preparedness trainings when offered and appropriate to CHB/THD Work Plan ☐ Address the access and functional needs of at-risk individuals in your plans, exercises and responses. For exercises, include a minimum of one inject or objective that addresses the access or functional needs of at-risk individuals that may be disproportionally impacted by the incident or event, based on the scenario 1901 - 0 1 B P 1 C H B A N D T R I B A L H E A L T H D U T I E S ( J U L Y 1 , 2 0 1 9 – J U N E 3 0 , 2 0 2 0 ) 10 Base Duties These duties support a statewide level of preparedness Domain Community Resilience Capability 1: Community Preparedness Grant Duty Intent Scope Regional Approach 1.1 B. Each CHB/THD will engage with community partners to build relationships, provide preparedness planning guidance, and identify opportunities for volunteer involvement or other ways for engagement. Report engagement activity in REDCap on the Community Engagement form. Work with community organizations / groups to learn about partner capabilities and resources in order to identify opportunities that support preparedness and response work. Activities may include joint planning, sharing of response guidance and plans, or identifying access and functional needs. Guidance regarding definitions of community engagement and types of activities that constitute reportable activities that will fulfill the grant duty can be found in REDCap in the Community Engagement form. May have regional components (such as material development), but must have individual CHB/THD partner engagement and reporting. 1.2 B. Participate in or conduct an updated jurisdictional risk assessment (JRA), or indicate date next JRA will occur (ensure that public health, health care and mental/behavioral health issues are addressed). Based on most recent JRA, report top three threats with a public health role in responding to those threats. Knowledge of current risks provides good information for prioritizing work. Participating in joint JRAs provides opportunities for joint identification of public health roles. JRA needs to be completed at least once during the 5- year project period, per federal guidance. May be conducted regionally if it engages partners from each CHB/THD. 1901 - 0 1 B P 1 C H B A N D T R I B A L H E A L T H D U T I E S ( J U L Y 1 , 2 0 1 9 – J U N E 3 0 , 2 0 2 0 ) 11 Domain Incident Management Capability 3: Emergency Operations Coordination Grant Duty Intent Scope Regional Approach 3.1 B. CHB/THD will participate in MDH initiated call down drill to verify that CHB/THD has up-to-date three-deep 24/7 contacts listed in PartnerLink. Update contacts and contact information based on gaps identified from the exercise. Conducting a call down drill will provide MDH with an opportunity to assess the depth and accuracy of the information provided to PartnerLink. The drill will entail contacting all 24/7 contacts registered in PartnerLink. MDH will compile the percentage of contacts who respond to the call down. May not be completed regionally. 3.2 B CHB/THD will participate in an MDH- led conference call following a simulated bio-threat activation in June of 2020. At least one participant from each CHB must be a designated 24/7 contact. Participating in an MDH-led conference call will help CHBs/THDs experience and plan for the information they will receive during this initial stage of response notification. MDH will further refine the conference call content based on feedback received. Leaders/staff identified in CHB/THD plans will attend and ask questions their jurisdiction would naturally ask to be prepared to activate open PODs (and CPODs if desired). May not be completed regionally. Domain Information Management Capability 6: Information Sharing Grant Duty Intent Scope Regional Approach 6.1 B Each CHB/THD will ensure their HAN contact list includes at least two contacts for each hospital and primary clinic by June 30, 2020. Sending HAN messages to more than one contact at each entity helps ensure important health information is being provided to providers. If the main contact is out of the office, having a back-up contact is vital. This grant duty requires each hospital and clinic to have contact information for two individuals or groups. If faxes are used for every HAN, a fax number will count as one of the contacts. Ideally, each hospital and primary care clinic will have three deep contact information; however, this grant duty only requires two-deep contacts. May be completed regionally as long as each hospital and primary clinic has at least two contacts identified. 1901 - 0 1 B P 1 C H B A N D T R I B A L H E A L T H D U T I E S ( J U L Y 1 , 2 0 1 9 – J U N E 3 0 , 2 0 2 0 ) 12 Domain Countermeasures and Mitigation Capability 8: Medical Countermeasures (MCM) Grant Duty Intent Scope Regional Approach 8.1 B By September 30, 2019, CHBs/THDs will attend an MDH-sponsored webinar on Medical Countermeasures. Dates: August 19 11:00 September 20 2:00 Register in MN.TRAIN Course ID 1069979 http://www.train.org/mn Provide updates on revised Mass Dispensing Guidelines, revised Anthrax Protocol (including the updated screening form), and IMATS Local User Guide, and discuss the FSE scheduled for June of 2020. The requirement is for at least one person per CHB/THD to participate in this training. We highly suggest that for multi-county CHBs, a representation from each LHD participate. This webinar will be a maximum of 1 hour. May not be completed regionally. 8.2 B For jurisdictions with CPOD agreements, ensure there is a distribution mechanism identified in plans for CPODs to receive MCMs; communicate about those mechanisms with CPOD partners for their planning purposes. RDN/LDN plans are changing. Direct ship has impacted MCM distribution plans, and some older CPOD partners may not be aware of changes they will need to make in their plans as a result. This duty only applies to jurisdictions with CPODs. CPODs need to have a plan to obtain their medication. Some jurisdictions may have LDN plans for CPOD partners to pick up their supplies. Some may have resources to deliver from their LDN directly to CPOD partners. Others may have RDN plans (either current or outdated). Not all CPOD partners are aware of how they will get their medications. This duty entails ensuring plans are up-to-date and CPOD partners are informed of those plans. CHB/LHD/THD plans must reflect the distribution mechanism. Regional collaboration may occur, particularly if CPOD partners are held at the regional level. 8.3 B Each CHB/THD must activate one open POD in accordance with their plans during the full-scale exercise (FSE) on June 17, 2020. Alternatively, THDs may open a closed POD, if that is the response identified in their plans. This is the CDC-required 5-year mass dispensing full-scale exercise. Additional information will be provided throughout BP1. This exercise may not be combined with any other exercises to meet elective duties. Representatives from each region have formed a work group to build exercise content over the course of BP1, and may provide regional updates as exercise details become known. Each CHB/THD will identify an exercise controller and evaluators (C/E). C/Es will attend (via WebEx) a one hour statewide C/E Training on May 27 or June 2, 2020. May not be completed regionally. 1901 - 0 1 B P 1 C H B A N D T R I B A L H E A L T H D U T I E S ( J U L Y 1 , 2 0 1 9 – J U N E 3 0 , 2 0 2 0 ) 13 Grant Duty Intent Scope Regional Approach Jurisdictional FSE hotwashes should take place 17 June 2020, if possible. The statewide C/E hotwash will take place on 18 June 2020. Each CHB/THD will complete their own AAR- IP, and will be asked to contribute feedback to support the statewide AAR-IP that MDH will produce. 8.4 B Staff with IMATS responsibilities at each CHB/LHD (and THDs if they use IMATS) will attend updated IMATS training and participate in an MDH-led IMATS functional exercise immediately following the training. The intent of this duty is to familiarize or refresh training on IMATS with the newly updated IMATS User Guide for Local Public Health. The IMATS functional exercise following the training will allow staff to practice “receiving” a shipment from MDH and “putting away” their shipment in the IMATS storage location. Additional CHB/LHD/THD staff are welcome to attend the training/exercise if desired, but at a minimum staff with an assigned duty of keeping IMATS updated must attend. This exercise is MDH-led and MDH will be responsible for developing the IMATS AAR-IP based on feedback from exercise attendees. The training and exercise will take a maximum of 2 hours. May not be completed regionally Domain Surge Management Capability 15: Volunteer Management Grant Duty Intent Scope Regional Approach 15.1 B.CHBs/THDs will communicate with volunteers at least twice a year. Call-down drills do not qualify as communication in the context of this grant duty. This is intended to help MN Responds administrators keep volunteers engaged and retained in the system. This applies to work with all volunteers participating in activities funded through PHEP, which may include MRC Volunteers, MN Responds volunteers, VOADs, CERT, and other volunteers. A regional approach may be used as long as all registered volunteers receive communication twice per year. Local or regional newsletters can be used to meet this grant duty. 1901 - 0 1 B P 1 C H B A N D T R I B A L H E A L T H D U T I E S ( J U L Y 1 , 2 0 1 9 – J U N E 3 0 , 2 0 2 0 ) 14 X, Y, Z Elective Duties Domain and Capability Based Each level needs to choose: X = 1 Y = 3 Z = 5 Choose Elective Duties based on jurisdictional priorities and threats Domain Community Resilience Capability 2: Community Recovery Grant Duty Intent Scope Regional Approach 2.1 E. CHBs will develop or revise continuity of operations plans (COOP), either as a stand-alone public health plan or as a component of another plan, based on an MDH-provided Capability Priority Resource Elements Worksheet. Completed worksheet(s) must be submitted to MDH. It is important that agencies have a COOP plan identifying resources, actions, procedures, and information that is developed, tested, and held in readiness for use in the event of a major disruption of operations. COOP planning helps prepare CHB/LHD/THD to maintain mission critical operations after any emergency or disaster. If this duty was selected in BP1 SUPP (2018-2019), it may not be repeated in the current grant year. If this duty was selected prior to BP1 SUPP and procedural or policy level changes need to be made to the plan, it may be repeated in the current grant year. May not be completed regionally. 2.2 E. Where COOP plans already exist, CHBs can exercise the plan at the tabletop, functional, or full-scale level. Note: Real world incidents and planned events may fulfill this grant duty if the items listed are part of the response activities. Exercises test the plan to identify strengths and gaps and develop a plan for improvement. If this duty was selected in BP1 or BP1 SUPP, it may be repeated in the current grant year, based on documented gaps as part of After Action Report- Improvement Plan. Identify key objectives – 3 to 5 objectives is optimal. One exercise may be used to satisfy two elective duties as long as the exercise that meets all of the requirements of each elective duty. May not be completed regionally. 1901 - 0 1 B P 1 C H B A N D T R I B A L H E A L T H D U T I E S ( J U L Y 1 , 2 0 1 9 – J U N E 3 0 , 2 0 2 0 ) 15 Domain Incident Management Capability 3: Emergency Operations Coordination Grant Duty Intent Scope Regional Approach 3.1 E. CHBs create an Incident Action Plan (IAP) as part of an exercise (workshop or higher) based on identified public health risks and using procedures in jurisdictional plans for creating IAPs. Note: Consider developing Incident Action Plans (IAPs) that extend beyond one operational period. Note: Real world incidents and planned events may fulfill this grant duty if the items listed are part of the response activities. CHBs/THDs will become familiar with the development and use of an IAP. Transitioning between operational periods is a critical skill to assure work is completed. Developing an IAP has been identified as a gap. If this duty was selected in BP1 or BP1 SUPP, it may be repeated in the current grant year. Identify key objectives – 3 to 5 objectives is optimal. One exercise may be used to satisfy two elective duties as long as the exercise that meets all of the requirements of each elective duty. The same exercise design may be used by multiple CHBs and may be ‘played’ on the same day. However, play has to occur at each CHB and each CHB needs to complete an AAR-IP. 3.2 E. CHBs will select a gap previously identified in an AAR-IP, identify how the gap has or is being addressed, and test or retest through an exercise (TTX or higher). To allow CHBs/THDs to work on priorities they have identified and test/retest that gaps have been corrected. If this duty was selected in BP1 SUPP, it may be repeated in the current grant year if based on gaps identified in an AAR-IP. Identify key objectives – 3 to 5 objectives is optimal. One exercise may be used to satisfy two elective duties as long as the exercise that meets all of the requirements of each elective duty. May not be completed regionally 3.3 E. CHBs will exercise (functional or full-scale) the physical activation of the public health department operations center (PH DOC) at least once during the grant year. Activation will include, at a minimum, the set-up of the operations center room(s), assignment of incident command staff, connection and testing of communications equipment, and staff briefings to provide role clarity and operational procedures. Note: Real world incidents and planned events may fulfill this grant duty if the items listed are part of the response activities. CHBs/THDs will become familiar with the use of ICS in a response and physical set-up of emergency operations. If this duty was selected in BP1 or BP1 SUPP, it may be repeated in the current grant year, based on documented gaps as part of After Action Report- Improvement Plan. As this requires actual physical set-up and movement of people and ‘things’, that makes it a functional or full-scale. Identify key objectives – 3 to 5 objectives is optimal. One exercise may be used to satisfy two elective duties as long as the exercise that meets all of the requirements of each elective duty. Each CHB needs to complete its own exercise and AAR-IP. The same exercise design may be used by multiple CHBs and may be ‘played’ on the same day. However, play has to occur at each CHB and each CHB needs to complete an AAR-IP. 1901 - 0 1 B P 1 C H B A N D T R I B A L H E A L T H D U T I E S ( J U L Y 1 , 2 0 1 9 – J U N E 3 0 , 2 0 2 0 ) 16 Domain Countermeasures and Mitigation Capability 8: Medical Countermeasures Grant Duty Intent Scope Regional Approach 8.1 E.CHBs will identify at least two new CPOD partners and develop CPOD agreements with those partners. CPOD partners with agreements and completed plans must be entered into IMATS. This duty is appropriate for CHBs/THDs pursuing new CPOD agreements with partners in their jurisdictions. The minimum goal for this duty is two new CPOD partners. This duty is appropriate for engaging new CPOD partners. Regional work is unlikely, but there may be some instances where regional CPOD plans are appropriate. 8.2 E CHBs will work with CPOD partners to address identified gap(s), resulting in completed plans. This duty is appropriate for CHBs/THDs continuing to work on CPOD plans already started in their jurisdictions. This duty is intended to address planning for CPODs when planning crosses grant years. This duty address existing or reticent CPOD partners. Regional work is unlikely, but there may be some instances where regional CPOD plans are appropriate. 8.3 E Prior to the 2020 Full Scale Exercise (FSE), CHBs will conduct a public health led exercise (tabletop or higher) that activates medical countermeasure plan(s). The exercise must support the developed Full Scale Exercise objectives. This grant duty is intended to prepare CHBs for a statewide full-scale MCM exercise. CHBs/THDs will increase their ability to respond to a medical countermeasure incident; Public Health staff with Incident Command roles will understand their roles during a response; and the needs of people with access and functional needs of at-risk populations will be exercised. Selection of this elective grant duty is highly encouraged for any jurisdiction that has not conducted an MCM exercise (TTX or higher exercise) in last two years. The exercise must contain an objective or inject addressing the access and functional needs of at- risk individuals. For multi-county CHBs, one exercise may be conducted as long as each LHD participates in the exercise (i.e. evaluator, controller, or player). Identify key objectives – 3 to 5 objectives is optimal. One exercise may be used to satisfy two elective duties as long as the exercise that meets all of the requirements of each elective duty. The exercise may be developed and conducted regionally, but CHBs/THDs must test their own plan during the exercise. 8.4 E By March 31, 2020, CHBs will develop Job Action Sheets (JAS) for all essential POD positions. For the purpose of this duty, essential POD functions include: Greeting Triage This duty is intended for CHBs that do not have JAS created for POD positions. POD JAS will be a tool to provide guidance to POD staff on their roles and responsibilities. Each JAS must include the following components: Reporting structure Training and qualifications for role List of role responsibilities Additional JAS to consider developing: May be completed regionally. If JAS are drafted regionally, each CHB must ensure the JASs align with their jurisdictional POD plans. 1901 - 0 1 B P 1 C H B A N D T R I B A L H E A L T H D U T I E S ( J U L Y 1 , 2 0 1 9 – J U N E 3 0 , 2 0 2 0 ) 17 Grant Duty Intent Scope Regional Approach Dispensing Dosing Screening Licensed Prescribing Consultant Education POD Manager Inventory Management Multiple positions may be combined in one JAS, based on jurisdictional plans. This duty will assist the CHBs in preparing for the 2020 full scale MCM exercise. Access and Functional Needs Support Behavioral Health Support First Aid Security PIO/Media Management Domain Surge Management Capability 5: Fatality Management Grant Duty Intent Scope Regional Approach 5.1 E. CHBs will coordinate with partners to develop or revise family assistance center (FAC) plans either as a stand- alone public health plan or as a component of a jurisdictional plan. Plans must include plan elements identified on the MDH Capability Priority Resource Elements Worksheet. Completed worksheet(s) must be submitted to MDH. CHBs/THDs should have a clear understanding of their role in jurisdictional fatality management response. Document operational FAC plans that reflect the role(s), expectations, and responsibilities for CHBs/THDs. If this duty was selected in BP1 SUPP (2018-2019), it may not be repeated in the current grant year. If this duty was selected prior to BP1 SUPP and procedural or policy level changes need to be made to the plan, it may be repeated in the current grant year. May not be completed regionally; plan templates may be created regionally and shared. 5.2 E. Where family assistance center (FAC) plans already exist, CHBs will exercise the FAC plan, in coordination with partners, at the tabletop, functional, or full-scale level. Note: Real world incidents and planned events may fulfill this grant duty if the items listed are part of the response activities. To allow CHBs/THDs to test/retest their FAC Plans. It is important to regularly exercise and update agency or jurisdictional FAC plans in collaboration with partners that support or provide the mass care in an emergency response. If this duty was selected in BP1 or BP1 SUPP, it may be repeated in the current grant year, based on documented gaps as part of After Action Report- Improvement Plan. Identify key objectives – 3 to 5 objectives is optimal. One exercise may be used to satisfy two elective duties as long as the exercise that meets all of the requirements of each elective duty. Each CHB needs to complete its own exercise and AAR-IP. The same exercise design may be used by multiple CHBs and may be ‘played’ on the same day. However, play has to occur at each CHB and each CHB needs to complete an AAR-IP. 1901 - 0 1 B P 1 C H B A N D T R I B A L H E A L T H D U T I E S ( J U L Y 1 , 2 0 1 9 – J U N E 3 0 , 2 0 2 0 ) 18 Capability 7: Mass Care Grant Duty Intent Scope Regional Approach 7.1 E. CHBs will coordinate with partners to develop or revise mass care plans, either as a stand-alone public health plan or as a component of a jurisdictional plan. Plans must include elements on the MDH Capability Priority Resource Elements Worksheet. Completed worksheet(s) must be submitted to MDH. CHBs/THDs should have a clear understanding of their role in jurisdictional mass care response. Operational mass care plans will include the role(s), expectations, and responsibilities for CHBs/THDs. If this duty was selected in BP1 SUPP (2018-2019), it may not be repeated in the current grant year. If this duty was selected prior to BP1 SUPP and procedural or policy level changes need to be made to the plan, it may be repeated in the current grant year. May not be completed regionally; plan templates may be created regionally and shared. 7.2 E. Where mass care plans already exist, CHBs will exercise the plan, in coordination with partners, at the tabletop, functional, or full-scale level. Note: Real world incidents and planned events may fulfill this grant duty if the items listed are part of the response activities. To allow CHBs/THDs to test/retest their Mass Care Plans. It is important to regularly exercise and update agency or jurisdictional Mass Care plans in collaboration with partners that support or provide the mass care in an emergency response. If this duty was selected in BP1 or BP1 SUPP, it may be repeated in the current grant year, based on documented gaps as part of After Action Report- Improvement Plan. Identify key objectives – 3 to 5 objectives is optimal. One exercise may be used to satisfy two elective duties as long as the exercise that meets all of the requirements of each elective duty. Each CHB needs to complete its own exercise and AAR-IP. The same exercise design may be used by multiple CHBs and may be ‘played’ on the same day. However, play has to occur at each CHB and each CHB needs to complete an AAR-IP. Capability 10: Medical Surge Grant Duty Intent Scope Regional Approach 10.1 E. CHBs will coordinate with partners to develop or update family reunification plans in support of medical surge operations and in coordination either as a stand-alone public health plan or as a component of a jurisdictional plan. Plans must include elements on the MDH Capability Priority Resource Elements Worksheet. Completed worksheet(s) must be submitted to MDH. CHBs/THDs should have a clear understanding of their role in jurisdictional family reunification plans. Operational family reunification plans that reflect the role(s), expectations, and responsibilities for CHBs/THDs should be documented. If this duty was selected in BP1 SUPP (2018-2019), it may not be repeated in the current grant year. If this duty was selected prior to BP1 SUPP and procedural or policy level changes need to be made to the plan, it may be repeated in the current grant year. May not be completed regionally; plan templates may be created regionally and shared. 1901 - 0 1 B P 1 C H B A N D T R I B A L H E A L T H D U T I E S ( J U L Y 1 , 2 0 1 9 – J U N E 3 0 , 2 0 2 0 ) 19 Grant Duty Intent Scope Regional Approach 10.2 E. Based on jurisdictional priorities, where family reunification plans already exist, CHBs will exercise the plan, in coordination with partners, at the tabletop, functional, or full- scale level Note: Real world incidents and planned events may fulfill this grant duty if the items listed are part of the response activities. To allow CHBs/THDs to test/retest their family reunification plans If this duty was selected in BP1 or BP1 SUPP, it may be repeated in the current grant year, based on documented gaps as part of After Action Report- Improvement Plan. Identify key objectives – 3 to 5 objectives is optimal. One exercise may be used to satisfy two elective duties as long as the exercise that meets all of the requirements of each elective duty. Each CHB needs to complete its own exercise and AAR-IP. The same exercise design may be used by multiple CHBs and may be ‘played’ on the same day. However, play has to occur at each CHB and each CHB needs to complete an AAR-IP. Capability 15: Volunteer Management Grant Duty Intent Scope Regional Approach 15.1 E. CHBs will conduct an emergency preparedness exercise to notify and assemble volunteers (requiring volunteers to physically report to a location after being activated/notified). This grant duty may be met through an exercise or real event requiring activation of response plans. Note: Real world incidents and planned events may fulfill this grant duty if the items listed are part of the response activities. Test and evaluate the process and results of asking volunteers to physically report (assemble) when activated. If this duty was selected in BP1 or BP1 SUPP, it may be repeated in the current grant year. Volunteers must be asked to physically report. The number of volunteers and timeframe is at local discretion. Activating volunteers for non-emergency preparedness activities (e.g. health promotion activities) will not meet this grant duty. This grant duty may meet the requirement for completing HPP-PHEP performance measure 15.1. Completing HPP-PHEP performance measure 15.1 is required for low notice or no notice volunteer activations only. Please consult with your PHPC for more details. Identify key objectives – 3 to 5 objectives is optimal. One exercise may be used to satisfy two elective duties as long as the exercise that meets all of the requirements of each elective duty. This duty may be conducted regionally; to complete this duty regionally, the following must be met: Volunteers from every CHB participating in the exercise must physically report; Each participating CHB must contribute to the AAR-IP and identify corrective actions. To obtain this information in a different format, call: 651-201-5700. 20 CDC Budget Period BP1 1901 (07/01/2019 – 06/30/2020) Cities Readiness Initiative (CRI) Duties: CRI 1. Metro Region Jurisdictions: Participate in Operational Readiness Review (ORR) site visits and submit documentation, as directed by MDH. CRI 2. Greater MN and Clay County Jurisdictions: Complete the ORR self-assessment and submit data using DCIPHER to assess continued progress in advancing MCM capabilities. CRI 3. Based on gaps identified in your most recent ORR, develop a new ORR Action Plan, participate in quarterly technical assistance calls, and submit documentation of completed activities (uploaded to SharePoint). CRI 4. CDC-Required Drills: Conduct three different MCM planning drills each grant year and provide reports to CDC. By May 1, 2020: Complete the following three drills for an anthrax scenario: o Staff notification and assembly o Facility set-up o Site activation Upload drill data to DCIPHER CRI 5. MDH-Required Drills and Training: Tactical Communications Maintenance Once per grant year, conduct a training on how to operate communications equipment (e.g. radios) with all core POD staff and test radio functionality (no travel required). Report completion date in REDCap by the end of the grant year. Once per grant year, conduct a POD site activation call-down drill for all open PODs and CPODs and update site contact information based on results. Report completion date in REDCap by the end of the grant year. Complete an AAR using the POD Activation AAR-IP Template and upload to REDCap. Once per quarter, conduct a notification drill of all core staff needed to manage all open PODs. Report completion date for each drill in REDCap by the end of each quarter. For each drill, complete an AAR using the Staff Notification AAR-IP template and upload to REDCap. Every six months, conduct a volunteer notification drill and update volunteer database based on results. Report completion date for each drill in REDCap by the end of the quarter. For each drill, complete an AAR using the MN Responds-MRC AAR-IP template and upload to REDCap. CRI 6. Other duties as required by CDC or MDH. 21 EXHIBIT B TO AGREEMENT BETWEEN THE MINNESOTA CITIES OF BLOOMINGTON AND EDINA TERMS OF PAYMENT A. Edina shall pay Bloomington the total not-to-exceed amount of $49,056.00 during the term of this Agreement for services outlined below: 1. $37,056.00 for PH Emergency Preparedness Services; and 2. $12,000.00 for CRI Duties. B. The amounts above will be paid according to the following terms: 1. Bloomington shall invoice Edina for the Services identified on Exhibit A, as follows: Invoice Date Amount Upon Contract Execution $12,264 December 1, 2019 $12,264 March 1, 2020 $12,264 June 1, 2020 $12,264 2. Payment shall be made within 15 days of receipt by Edina of Bloomington’s invoice. Date: August 7, 2019 Agenda Item #: VI.J. To:Mayor and City Council Item Type: Request For Purchase From:Ryan Browning, I.T. Manager Item Activity: Subject:Request for Purchase: Network Infrastructure Replacements Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase for Network Infrastructure Replacements with LOGIS/CDWG. INTRODUCTION: This purchase covers the hardware and installation of the replacement of the core network switches in City Hall and the Police Department and a portion of the wireless access points in use at City facilities. T his equipment serves as the backbone for all fiber-connected remote sites in the City. T he current equipment has reached the end of its useful life. ATTACHMENTS: Description Request for Purchase: Network Infrastructure Replacements City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: August 7, 2019 To: Mayor and Council From: Ryan Browning, I.T. Manager Subject: Request for Purchase: Network Infrastructure Replacements Purchase Subject to: ☐List Quote/Bid ☒State Contract ☐Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget The new equipment offers much more processing power and additional features that will allow the Communications & Technology Services Department a powerful foundation on which to implement new services that will benefit the entire City. The Equipment Replacement account will pay for this expenditure. Staff recommends we proceed with this purchase. Date Bid Opened or Quote Received: Bid or expiration Date: July 31, 2019 August 9, 2019 Company: Amount of Quote or Bid: LOGIS / CDWG $115,672.91 Recommended Quote or Bid: LOGIS / CDWG $115,672.91 Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact Environmental Impact These items should have a minimal environmental impact. Community Impact These items provide the backbone of the City’s technology infrastructure. The reliability of these systems is critical to virtually all City services. These items will be paid for with Equipment Replacement funds. Date: August 7, 2019 Agenda Item #: VI.K. To:Mayor and City Council Item Type: Request For Purchase From:Tom M. Schmitz, Fire Chief Item Activity: Subject:Request for Purchase: Ambulance Replacements Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Request for Purchase of four 2019 Ford E450 Type III Ambulances with Everest Emergency Vehicle, Inc. INTRODUCTION: This is the second phase of the vehicle replacement strategy established in 2018 to order four ambulances in Quarter 3 of 2019 and take delivery in early 2020. Staff recommend approval. ATTACHMENTS: Description Request for Purchase: Ambulance Replacements City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Date: August 7, 2019 To: Mayor and City Council From: Tom M. Schmitz, Fire Chief Subject: Request for Purchase: Ambulance Replacements Purchase Subject to: ☒List Quote/Bid ☐State Contract ☐Service Contract The Recommended Bid is: ☒Within Budget ☐Not Within Budget In 2018, the Fire Department changed its vehicle replacement strategy for fire apparatus and ambulances. The first phase of the new strategy was initiated in Quarter 4, 2018, with three engines and aerial. The second phase, replacement of four ambulances, was targeted for 2019. This purchase will begin the formal process to replace the ambulances. The final manufacturer was selected through a Request for Proposal process and the purchase will be made through the Savvik Public Safety Cooperative Buying Group. This program assists local governments in reducing costs through competitive bidding processes available nationwide. We are members of the Savvik Group. Integral to all ambulances is the patient movement equipment – stretchers, power lifts, stair chairs. This purchase does not include the cost of the patient movement equipment. The equipment will be purchased directly from the manufacturer and is estimated at $160,000 for all four ambulances. This will come to the Council in the next couple of months and has been factored into the whole replacement strategy. The total cost of the whole ambulance replacement strategy will be approximately $980,664. Date Bid Opened or Quote Received: Bid or expiration Date: May 24, 2019 August 31, 2019 Company: Amount of Quote or Bid: Everest Emergency Vehicle, Inc. Premier Specialty Vehicles North Central Emergency Vehicles $820,664.00 $861,796.00 $916,524.00 Recommended Quote or Bid: Everest Emergency Vehicle, Inc. $820,664.00 Page 2 City of Edina • 4801 W. 50th St. • Edina, MN 55424 Request for Purchase Department Director Authorization: ________________________________________ City Council Authorization Date: ______________________ (for purchases over $20,000 only) Budget Impact Funding for the ambulance fleet is from the 2020 CIP Fire Equipment Revolving Replacement fund. The recommended bid is within budget and is below anticipated costs. Positive budget impacts will be released from the initial savings during the design and engineering phase along with material and manufacturing of the vehicles. Additional budget impact benefits will be obtained through advances in fuel efficiency, reduced maintenance and repair cost. Another indirect positive budget impact will be the increased resale or trade-in value at the end of the 5- year service life. Environmental Impact This purchase meets Green Fleet recommendation to utilize no-idling technology to reduce emissions and better air quality. • All four ambulances will come with ZeroRPM idle mitigation system which: o Reduces operating costs by conserving fuel while idling which lessens wear on the engine and extending the service life of the vehicle. o Protects the environment by reducing engine idle time and producing fewer greenhouse gases. o Allows the use of heat, air conditioning radio and auxiliary power without running the engine. o Zero emissions when in Idle Management mode which saves 19.5 lbs of CO2 per gallon of gas. Community Impact The demand on Emergency Medical Services (EMS) continues to increase each year placing significant wear-and-tear on the vehicles resulting in lengthy repairs and prolonged down time. Shifting our current strategy of ambulance replacement from every 6 – 8 years to a 5-year service life will provide a fleet of ambulances that captures the latest technology on sustainability initiatives, advances in vehicle safety and industry best practices. In addition, establishing a common ambulance platform will provide fire and EMS response personnel with enhanced consistency in operations, provide operational efficiencies and reduction of risk for responders and patients. Date: August 7, 2019 Agenda Item #: VI.L. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:Resolution No. 2019-56: Accepting Donations Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Approve Resolution No. 2019-56 accepting donations. INTRODUCTION: To comply with State Statute, all donations to the City must be accepted by resolution and approved by two- thirds majority of the Council. See attached resolution. ATTACHMENTS: Description Resolution No. 2019-56: Accepting Donations RESOLUTION NO. 2019-56 ACCEPTING DONATIONS ON BEHALF OF THE CITY OF EDINA WHEREAS, Minnesota Statute 465.03 allows cities to accept grants and donations of real or personal property for the benefit of its citizens; WHEREAS, said donations must be accepted via a resolution of the Council adopted by a two thirds majority of its members. NOW, THEREFORE, BE IT RESOLVED, that the Edina City Council accepts with sincere appreciation the following listed grants and donations on behalf of its citizens. Fire Department • Sharon Loe $100 General fund use Park & Recreation Department • Jen Erickson & Jaclyn Brown $3,000 Memorial Bench for Isaiah Murray • (Chowen Neighborhood) • Katherine Tekiela 14 Books For library in memory of Adele Martin (books on O’Keefe and Stieglitz) • Lisa and James White and Family $200 In Memory of Sally D. Schultz • Kitty Skoog $50 In Memory of Sally D. Schultz • Dr. William & Mary McMillan $100 In Memory of Sally D. Schultz • Voyage Healthcare Physician & $50 In Memory of Sally D. Schultz Administration (c/o Kathy Williams) • Brian Batzli $50 In Memory of Sally D. Schultz • Troy J. Roovers, L.L.D. Roovers $250 In Memory of Sally D. Schultz • Joan M. Stone $50 In Memory of Sally D. Schultz • Duane & Julie Cologne $50 In Memory of Sally D. Schultz • Todd & Stacy Vucenich $100 In Memory of Sally D. Schultz • Mr. & Mrs. Thomas K. Wanous $50 In Memory of Sally D. Schultz • Paul & Mary Maahs $25 In Memory of Sally D. Schultz • June M & Geoffrey M Allen $25 In Memory of Sally D. Schultz • Gretchen Sewich $20 In Memory of Sally D. Schultz • Jean McGough Holten $25 In Memory of Sally D. Schultz • Virginia Lee Houck $25 In Memory of Sally D. Schultz Dated: August 7, 2019 Attest: Jane Timm, Deputy City Clerk James B. Hovland, Mayor STATE OF MINNESOTA ) COUNTY OF HENNEPIN) SS CITY OF EDINA ) CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting of August 7, 2019, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this _______ day of ___________________, ____________. City Clerk Date: August 7, 2019 Agenda Item #: VII.A. To:Mayor and City Council Item Type: Other From:Scott Neal, City Manager Item Activity: Subject:Edina Chamber of Commerce: Explore Edina Annual Report Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None; information only. INTRODUCTION: The Edina Chamber of Commerce/Explore Edina will be present their annual report. ATTACHMENTS: Description Explore Edina: 2018 Year in Review Presentation Date: August 7, 2019 Agenda Item #: VII.B. To:Mayor and City Council Item Type: Other From:Scott Neal, City Manager Item Activity: Subject:Edina Fire Department-Fire Ops Training Event Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None, Information Only. INTRODUCTION: Date: August 7, 2019 Agenda Item #: VIII.A. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:PUBLIC HEARING: Ordinance No. 2019-12 & Resolution No. 2019-57: Revised PUD-14 and Site Improvement Plan Agreement for 3650 Hazelton Road Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Adopt Ordinance No. 2019-12 amending the Zoning Ordinance regarding the PUD-14, P lanned Unit Development-14 Zoning District and Resolution No. 2019-57 approving the revised final site plan for the PUD- 14, Planned Unit Development and Site Improvement Plan Agreement at 3650 Hazelton Road. INTRODUCTION: The applicant, 3650 Hazelton, LLC is requesting a revision to their approved PUD redeveloping the 1.25 acre parcel at 3650 Hazelton Road. The project was approved at Preliminary Rezoning for 186 units, however, the unit count was revised at Final approval to 167. This new revised proposal is to reduce the height of the building from 19 stories to 18 stories, and increase the units from 167 units to 185. T he project architecture and site plan remain the same. The Site Improvement Plan Agreement has been revised to reflect these changes. On July 24, 2019, the Planning Commission held a public hearing and unanimously recommended approval. ATTACHMENTS: Description Staff Report to the Planning Commission, July 24, 2019 Resolution No. 2019-57 Ordinance No. 2019-12 Applicant Narrative Site Plan Agreement Revised Plans Landscape Plan Civil Plans Engineering Memo Traffic Study Updated Parking Study Staff Presentation Developers Presentation, Part 1 of 2 Developers Presentation, Part 2 of 2 July 24, 2019 Planning Commission Cary Teague, Community Development Director Zoning Ordinance Amendment (PUD-14), 3650 Hazelton Road. Information / Background: The applicant, 3650 Hazelton, LLC is requesting a revision to their approved PUD redeveloping the 1.25 acre parcel at 3650 Hazelton Road. The project was approved to build a 19 story 167 unit apartment. The project was approved at Preliminary Rezoning at 186 units; however, the unit count at final approval was reduced to 167 units. The current proposal is to reduce the height of the building from 19 stories to 18 stories, and increase the units from 167 units to 185. The project architecture and site plan remain the same. Features of the development still include: A Podium structure provided at ground level, with the units opening outward to access directly toward the Promenade. Enclosed and underground parking that is not visible from the Promenade or Hazelton Road. Public plaza and pedestrian connections to the Promenade and Hazelton Road. The applicant is proposing to meet the City’s Affordable Housing Policy by providing a dedication of $1.9 million to provide affordable housing within the City. Sustainability. LEED or Green Globe designation would be pursued. Amenity terrace including a pool. To accommodate the request the following is required: Zoning Ordinance Amendment - Revised PUD, Planned Unit Development – 14 STAFF REPORT Page 2 SUPPORTING INFORMATION Surrounding Land Uses Northerly: Brandon Square retail shops; zoned PCD-3, Planned Commercial District and guided MXC, Mixed Use Center. Easterly: Super Target; zoned PCD-3, Planned Commercial District and guided MXC, Mixed Use Center. Southerly: Think Bank; zoned PUD, Planned Unit Development District and guided MXC, Mixed Use Center. Westerly: Retail Shops; zoned PCD-3, Planned Commercial District and guided MXC, Mixed Use Center. Existing Site Features The subject property is 1.25 acres in size, is relatively flat with a retail use and surface parking Planning Guide Plan designation: MXC, Mixed Use Center. Zoning: PCD-3, Planned Commercial District Parking Based on the City Code requirement, Section 36-1311, 1.25 fully enclosed spaces and .75 surface spaces are required per dwelling unit. (2 spaces per unit.) Therefore, the 185 unit apartment would require 370 parking spaces. The applicant is proposing 277 stalls, down from the 298 enclosed parking spaces originally proposed. Spack Consulting updated their analysis determined that 1.5 spaces per unit would be adequate. (See memo.) Site Circulation/Access/Traffic Access to the proposed development would be off Hazelton Road, into the enclosed and underground parking. No changes are proposed from the original plan. The existing roadways and parking would support the project. Spack Consulting conducted a traffic impact study that was based on a 186 unit project, and concluded that the proposed development could be supported by the existing roads. Spack updated the parking study and concluded the parking would be adequate. (See attached.) Landscaping Based on the perimeter of the site, 22 overstory trees would be required. The proposed plans show that 32 trees would be planted. A full complement of understory shrubs and bushes are also proposed. A portion of the landscaping proposed is located on the Promenade. No changes are proposed from the original plan. STAFF REPORT Page 3 Grading/Drainage/Utilities No changes are proposed. The city engineer’s original review will remain a condition of any approval. Any approvals of this project would be subject to review and approval of the Nine Mile Creek Watershed District, as they are the City’s review authority over the grading of the site. Building/Building Material The building materials would be a combination of brick, stone, and glass, with metal panel accents. Again, no changes are proposed to the materials. Mechanical Equipment Any rooftop and/or ground level equipment would have to be screened if visible from adjacent property lines. Loading Dock/Trash Enclosures Loading area would be on the west side of the building west of the entrance. Trucks would pull in forward and would enter the building through the parking garage. Trucks could back out within the project before entering Hazelton Road. No changes. Living Streets/Multi-Modal Consideration Sec. 36-1274. - Sidewalks, trails and bicycle facilities. (a) In order to promote and provide safe and effective sidewalks and trails in the City and encourage the use of bicycles for recreation and transportation, the following improvements are required, as a condition of approval, on developments requiring the approval of a final development plan or the issuance of a conditional use permit pursuant to article V of this chapter: (1) It is the policy of the City to require the construction of sidewalks and trails wherever feasible so as to encourage pedestrian and bicycle connectivity throughout the City. Therefore, developments shall provide sidewalks and trails which adjoin the applicant's property: a. In locations shown on the City's sidewalk and trail plan; and b. In other locations where the council finds that the provision of such sidewalks and trails enhance public access to mass transit facilities or connections to other existing or planned sidewalks, trails or public facilities. (2) Developments shall provide sidewalks between building entrances and sidewalks or trails which exist or which will be constructed pursuant to this section. (3) Developments shall provide direct sidewalk and trail connections with adjoining properties where appropriate. (4) Developments must provide direct sidewalk and trail connections to transit stations or transit stops adjoining the property. (5) Design standards for sidewalks and trails shall be prescribed by the engineer. STAFF REPORT Page 4 (6) Nonresidential developments having an off-street automobile parking requirement of 20 or more spaces must provide off-street bicycle parking spaces where bicycles may be parked and secured from theft by their owners. The minimum number of bicycle parking spaces required shall be five percent of the automobile parking space requirement. The design and placement of bicycle parking spaces and bicycle racks used to secure bicycles shall be subject to the approval of the city engineer. Whenever possible, bicycle parking spaces shall be located within 50 feet of a public entrance to a principal building. (b) The expense of the improvements set forth in subsection (a) of this section shall be borne by the applicant. The proposal to add 185 units of housing on the Promenade would increase and enhance pedestrian movement in the area. Direct connections to the Promenade would be made from individual units and from the apartment. There would be dedicated bike storage and a bike maintenance area. COMPLIANCE TABLE Below is how the PUD-14 Ordinance would be amended: * Allowed per PUD-14 – Stricken Language **Revised Language PRIMARY ISSUES/STAFF RECOMMENDATION Primary Issues Proposed Building Setbacks Front – Hazelton Road Side - East Side – West Rear – North Podium Tower 45 feet 70 feet 10 feet 30 feet 15 feet 70 feet 10 feet 10 feet Building Height Nineteen stories and 220 feet* Eighteen stories and 210 feet** Maximum Floor Area Ratio (FAR) 7.0%* 4.6** Parking Stalls 298 enclosed* 277 enclosed** Parking Stall Size 8.5 x 18’ Drive Aisle Width 24 feet STAFF REPORT Page 5 • Are the proposed Plan amendments reasonable to justify the revised PUD, Planned Unit Development? Yes. Staff believes the proposed amendments are reasonable for the following reasons: 1. The proposal would be one-story and ten feet shorter than the previously approved plan. 2. The proposal would be one unit less than the plans that were approved at Preliminary Rezoning. 3. There are no changes proposed to the building material or general look of the building. 4. There are no changes proposed to the site or landscape plan. 5. Spack Consulting has concluded that the proposed parking is adequate to serve the project. Staff Recommendation Recommend that the City Council approve the request for a Zoning Ordinance Amendment to PUD-14 and the revised Site Plan subject to the following findings: 1. The proposed land use is consistent with the Comprehensive Plan. 2. The proposed buildings would be a high quality brick, stone and glass. They are designed to mix and blend with the existing buildings in the area. 3. The PUD would ensure that the building proposed would be the only building built on the site, unless an amendment to the PUD is approved by City Council. 4. The proposed site plan and building materials are the same as previously approved in PUD-14. 5. The proposal would be one-story and ten feet shorter than the previously approved plan. 6. The proposal would be one unit less than the plans that were approved at Preliminary Rezoning. 7. There are no changes proposed to the site or landscape plan. 8. The existing roadways and parking would support the project. Spack Consulting conducted a traffic impact study that was based on a 186 unit project, and concluded that the proposed development could be supported by the existing roads. Spack updated the parking study and concluded the parking would be adequate. Approval is subject to the following Conditions: STAFF REPORT Page 6 1. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of any building permit. 2. Provision of code compliant bike racks for each use near the building entrances. 3. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City Code. 4. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code. 5. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 6. A cash-in-lieu of affordable housing in the amount of $1.9 million dollars shall be contributed to the City for affordable housing. Payment shall be received prior to issuance of a building permit. 7. Compliance with all of the conditions outlined in the director of engineering’s memo dated March 21, 2018. 8. Compliance with the Spack Consulting Traffic & Parking Study recommendations. 9. Subject to the Zoning Ordinance Amendment amending the PUD-14, Planned Unit Development for this site. Deadline for a city decision: September 4, 2019 RESOLUTION NO. 2019-57 APPROVING A REVISED FINAL SITE PLAN FOR THE PUD-14, PLANNED UNIT DEVELOPMENT AND SITE IMPROVEMENT PLAN AGREEMENT AT 3650 HAZELTON ROAD BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows: Section 1. BACKGROUND. 1.01 3650 Hazelton, LLC is requesting a redevelopment of the 1.25 acre parcel at 3650 Hazelton Road. The project was originally approved at Final Rezoning to build a 19 story 167 unit apartment. The project was approved at Preliminary Rezoning at 186 units; however, the unit count at final approval was reduced to 167 units. 1.02 The current proposal is to reduce the height of the building from 19 stories to 18 stories, and increase the units from 167 units to 185. 1.03 The project architecture and site plan remain the same. 1.04 The property is legally described as follows: Lot 4, Block 1, Yorktown, Hennepin County, MN 1.05 To accommodate the request, the following is required: A Zoning Ordinance Amendment to revise PUD-14 including a revised Final Site Plan. 1.06 On July 24, 2019, the Planning Commission held a public hearing and recommended approval of the request. Vote: 6 Ayes and 0 Nays. Section 2. FINDINGS 2.01 Approval is based on the following findings: 1. The proposed land use is consistent with the Comprehensive Plan. 2. The proposed buildings would be a high quality brick, stone and glass. They are designed to mix and blend with the existing buildings in the area. 3. The PUD would ensure that the building proposed would be the only building built on the site, unless an amendment to the PUD is approved by City Council. 4. The proposed site plan and building materials are the same as previously approved in PUD-14. RESOLUTION NO. 2019-57 Page 2 5. The proposal would be one-story and ten feet shorter than the previously approved plan. 6. The proposal would be one unit less than the plans that were approved at Preliminary Rezoning. 7. There are no changes proposed to the site or landscape plan. 8. The existing roadways and parking would support the project. Spack Consulting conducted a traffic impact study that was based on a 186 unit project, and concluded that the proposed development could be supported by the existing roads. Spack updated the parking study and concluded the parking would be adequate. Section 3. APPROVAL NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, to approve the request for a Zoning Ordinance Amendment to PUD-14, the revised Site Plan and Site Improvement Plan Agreement for the 3650 Hazelton Road Development. Approval is subject to the following conditions: 1. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of any building permit. 2. Provision of code compliant bike racks for each use near the building entrances. 3. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City Code. 4. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code. 5. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 6. A cash-in-lieu of affordable housing in the amount of $1.9 million dollars shall be contributed to the City for affordable housing. Payment shall be received prior to issuance of a building permit. 7. Compliance with all of the conditions outlined in the director of engineering’s memo dated March 21, 2018. 8. Compliance with the Spack Consulting Traffic & Parking Study recommendations. 9. Subject to the Zoning Ordinance Amendment amending the PUD-14, Planned Unit Development for this site. RESOLUTION NO. 2019-57 Page 3 Adopted by the City Council of the City of Edina, Minnesota, on August 7, 2019. ATTEST: Jane Timm, Deputy City Clerk James B. Hovland, Mayor STATE OF MINNESOTA ) COUNTY OF HENNEPIN )SS CITY OF EDINA ) CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting of August 7, 2019, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this ____ day of __________________, 2019. _________________________________ City Clerk DRAFT ORDINANCE FOR CONSIDERATION AUGUST 7, 2019 ORDINANCE NO. 2019-12 AN ORDINANCE AMENDING THE ZONING ORDINANCE REGARDING THE PUD-14, PLANNED UNIT DEVELOPMENT-14 ZONING DISTRICT The City Of Edina Ordains: Section 1. Chapter 36, Article VIII, Division 4 is hereby revised as follows: Sec. 36-507 Planned Unit Development District-14 (PUD-14) (a) Legal description: Lot 4, Block 1, Yorktown, Hennepin County, MN (b) Approved Plans. Incorporated herein by reference are the re-development plans, including the master development plan for the site received by the City on October 1, 2018 June 24, 2019 except as amended by City Council Resolution No. 2018-104 2019-57 on file in the Office of the Planning Department. (c) Principal Uses: All uses allowed in the PCD-3 Zoning District Multi-family Apartments/Condos. (d) Accessory Uses: All accessory uses allowed in the PCD-3 Zoning District. (e) Conditional Uses: All conditional uses allowed in the PCD-3 Zoning District. (f) Development Standards. In addition to the development standards per the PCD-3 Zoning District, the following shall apply: Required Building Setbacks Front – Hazelton Road Side - East Side – West Rear – North Podium Tower 45 feet 70 feet 10 feet 30 feet 15 feet 70 feet 10 feet 10 feet Building Height 19 stories and 220 feet 18 stories and 210 feet Maximum Floor Area Ratio (FAR) 7.0% 4.6% Parking Stalls 298 stalls enclosed 277 stalls enclosed Parking Stall Size 8.5 x 18’ 2 Drive Aisle Width 24 feet Xxx – language stricken Xxx – language added (g) Signs shall be regulated per the PRD Zoning District. (h) All new development must conform to the city’s affordable housing policy as determined by the City Council. Section 2. This ordinance is effective upon passage by the City Council. First Reading: August 7, 2019 Second Reading: Published: Attest: Sharon Allison, City Clerk James B. Hovland, Mayor Please publish in the Edina Sun Current on: Send two affidavits of publication. Bill to Edina City Clerk 3650 Hazelton Redevelopment Narrative Update June 24, 2019 Overview: The proposed Edina Promenade Residences at 3650 Hazelton Road will remove the existing Guitar Center building and replace it with a high‐rise luxury apartment building. The development team has secured equity financing and would like to move forward with the following modifications, with construction commencing very early 2020. City Approvals: 1) April 17, 2018: Comprehensive Plan Amendment, Preliminary Rezoning and Preliminary Development Plan Approval a 19‐story, 186‐unit luxury apartment building. 2) October 16, 2018: Final rezoning from PCD‐3, Planned Commercial District to PUD‐I4, Planned Unit Development and final Development Plan. Following the April 17, 2018 approval of the project, the development team made modifications to reduce the unit count within the approved project to accommodate some larger dwelling units. This did not reduce the overall square footage or height of the building. The larger units did however reduce the unit count from 186 to 167 which was included in the October 16, 2018 Final Rezoning and Development Plan. Zoning Amendment Request: The purpose of this Zoning Ordinance Amendment application is to request the following modifications to the original approved project: 1) Reduced Height: Modify the approved design from 19 stories / 218 feet to 18 stories / 207 feet. 2) Unit Count Adjustments: a. 186 units originally approved April 17, 2018 by City Council. b. Adjusted to 167 units in October 2018 to reflect larger units. c. 185 units proposed as final unit count. 3) Gross Square Footage: Reduction from 382,766 SF to 362,000 SF 4) FAR Reduction: 4.8 to 4.6 5) Parking: Provide 277 parking spaces vs. of 298 spaces (based on further water table engineer analysis and structural design refinements). 6) Note: Site Plan, Exterior Materials and Landscape Plans remain consistent with the previously approved Preliminary Development Plan Submittal. Explanation for the requested modifications as follows: 1. After the initial city approval of the project in April 2018 (186 units and 19 stories), the development and design teams moved immediately into design development, financing and further market evaluation. The development team concluded a gap and need in the marketplace for larger units similar to The Lakes Residences on Lake Calhoun. The resulting larger unit design reduced the unit count from 186 to 167. However, the US and International capital markets did not accept the larger unit sizes which affected the cost per unit (too high for Minneapolis – St Paul). CBRE managed the equity sourcing and contacted over 80 equity investors. 2. To solve the financing issue, the development team eliminated one building level (now 18 stories) and returned close to the original April 2018 city approved unit density by adding back 18 units resulting in 185 units. By making the changes noted, construction cost per unit improved and the project immediately attracted necessary committed equity to move forward. 3. When carefully examining the water table in the geotechnical report, it was concluded that a small portion of the below grade area needed to be eliminated to safely stay above the water table and avoid any pumping of water. This results in the elimination of 21 parking stalls while still maintaining a parking ratio of 1.5, appropriate to the marketplace. 1 198299v6 (reserved for recording information) SITE IMPROVEMENT PERFORMANCE AGREEMENT CITY OF EDINA 3650 HAZELTON ROAD AGREEMENT dated _______________, 2019, by and between the CITY OF EDINA, a Minnesota municipal corporation (“City”) and 3650 HAZELTON LLC, a Minnesota limited liability company, as project manager for 3650 Hazelton – JCT, LLC; 3650 Hazelton – VJD, LLC; 3650 Hazelton – PAS, LLC; 3650 Hazelton – WEP, LLC; 3650 Hazelton – JW, LLC and 3650 Hazelton – TFL, LLC, each a Minnesota limited liability company (“Developer”). 1. BACKGROUND. A. Developer has applied to develop the following legally described property in the City of Edina, Minnesota: Lot 4, Block 1, Yorktown, Hennepin County, Minnesota (hereinafter referred to as the “Subject Property”). B. Contingent upon the authorization by the Metropolitan Council of a Comprehensive Plan amendment, the City has rezoned the Subject Property to Planned Unit Development (“PUD”). Development of the Subject Property shall be in accordance with the PUD. A Site Improvement Performance Agreement is required for the PUD. 2. RIGHT TO PROCEED. On the Subject Property, the Developer may not grade or otherwise disturb the earth, remove trees, construct public or private improvements, or any buildings until all the 2 198299v6 following conditions have been satisfied: 1) This Agreement has been fully executed by both parties and filed with both the City Clerk and the Hennepin County Recorder’s Office; 2) The required security has been received by the City; 3) The required insurance has been received by the City; and 4) The Metropolitan Council has authorized the City to adopt a comprehensive plan amendment regarding maximum building heights as set forth in City Council Resolution 2018-38. 3. PLANS. The Subject Property shall be developed in accordance with the following Plans which are on file with the City. The Plans shall not be attached to this Agreement. If the Plans vary from the written terms of this Agreement, the written terms shall control. The Plans are: Final Development Plans, including drainage swale and infiltration basin on City Property dated June 24, 2019 prepared by Westwood Professional Services, Inc. Final Lighting Plan (to be provided and subject to City Staff approval prior to issuance of a building permit) Final Landscaping Plan dated October 1, 2018 prepared by Confluence Public Improvement Plans (to be provided and subject to City Staff approval prior to issuance of a building permit). Prior to the Developer’s initiating construction, Developer will submit final construction drawings for the work for the City’s review and approval. Following the City’s approval of those final construction drawings, the term “Plans” as used in this Agreement will include the approved final construction drawings and in the event of a conflict between the approved final construction drawings and the above referenced Development Plans, the approved final construction drawings will control. The Developer may request changes to the Plans. Plan changes deemed non-material, pursuant to City ordinances, can be reviewed and approved by City staff. Material Plan changes shall require approval by the City Council. 4. EROSION CONTROL. Prior to initiating construction, the Erosion Control Plan shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control obligations if they would be reasonable and beneficial. All areas disturbed by the grading operations shall be stabilized per the Minnesota Pollution Control Agency (“MPCA”) Stormwater Permit for Construction Activity. Seed shall be in accordance with the City's current seeding specification, which may 3 198299v6 include temporary seed to provide ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the MPCA Stormwater Permit for Construction Activity or with the Erosion Control Plan or any schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within thirty (30) days of receipt of notice thereof, the City may draw on the letter of credit to pay any costs. No development or utility construction will be allowed on the Subject Property and no building permits will be issued for the Subject Property unless the Subject Property is in full compliance with the approved Erosion Control Plan. 5. LICENSE. Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Subject Property to perform (a) all work permitted to be performed by the City under this Agreement, and (b) all inspections deemed appropriate by the City in conjunction with site development. 6. CONSTRUCTION ACCESS. Construction traffic access and egress must be in accordance with a construction management plan which will be provided by Developer and reasonably approved by the City prior to the commencement of construction. 7. IMPROVEMENTS. The Developer shall construct the following improvements: A. Public improvements: 1. Sidewalk along Hazelton Rd. The Developer shall grant the City an easement for the sidewalk 2. Sidewalk landing next to public easement to the east for the Subject Property known as the “Promenade” 3. Landscaping in the Promenade subject to City staff approval. B. Private Improvements: 1. Sidewalk connections to the Promenade 4 198299v6 2. Drainage swale and infiltration basin on City Property 3. Code compliant bike racks for each use near building entrances The City hereby licenses the Developer to construct and maintain the public and private Improvements on City property. Developer, its successors and assigns shall maintain the Public and Private Improvements in perpetuity, subject to being provided access rights to perform such maintenance. The Public Improvements and Private Improvements shall be installed in accordance with City ordinances and the Plans. Grading, construction activity, and the use of power equipment are prohibited between the hours of 9 o’clock p.m. and 7 o’clock a.m. The Plans for Private and Public Improvements shall be prepared by a competent registered professional engineer and submitted to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control to the extent that the Developer’s engineer will be able to certify that the construction work complies with City standard specifications and ordinances and the Plans as a condition of City acceptance. In addition, the City may, at the City’s discretion and at the Developer’s expense, have one or more City inspectors and a soil engineer inspect the work on a part-time basis. The Developer, its contractors and subcontractors, shall follow all reasonable instructions received from the City’s inspectors. The Developer’s engineer shall provide for on-site project management. The Developer’s engineer is responsible for design changes and contract administration between the Developer and the Developer’s contractor. The Developer or its engineer shall schedule a pre-construction meeting at a mutually agreeable time at the City with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the Private and Public Improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible “as constructed” plans and an electronic file of the “as constructed” plans that satisfy the City’s record drawings requirements (the “Record Drawings”). The Record Drawings shall be submitted prior to the Developer receiving an occupancy permit for any building on the Subject Property. 8. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it is the Developer’s responsibility to satisfy itself with regard to the elevation of groundwater and to perform any 5 198299v6 necessary dewatering and storm flow routing. All dewatering shall be in accordance with applicable laws and regulations. 9. TIME OF PERFORMANCE. The Developer shall install the Public Improvements by July 31, 2021. 10. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from the construction work by the Developer, subcontractors, their agents or assigns. Prior to any construction on the Subject Property, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. 11. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction required by this Agreement and final acceptance by the City Engineer, the Public Improvements shall become City property without further notice or action. Prior to acceptance of the Public Improvements by the City, the Developer must furnish the following affidavits: • Contractor’s Certificate • Engineer’s Certificate • Developer’s Certificate certifying that all construction has been completed in accordance with the terms of this Agreement. Upon receipt of affidavits and verification by the City Engineer, the City Engineer will accept the completed Public Improvements. Within thirty (30) days after the acceptance of the Public Improvements and before the security is released, the Developer shall supply the City with a complete set of reproducible Record Drawings as described in Section 7. The City’s standard specifications for utility construction identify the procedures for final acceptance of utilities. 12. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The Developer shall pay for in-house engineering administration. City engineering administration will include monitoring of construction observation, consultation with Developer and its engineer on status or problems regarding the Project, coordination for final inspection and acceptance, Project monitoring during the warranty period, and processing of requests for reduction in security. 6 198299v6 13. SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Agreement, payment of the costs of all Public and Private Improvements, and construction of all Public and Private Improvements in accordance with the Plans, the Developer shall, before the Developer may proceed with the construction of the Public and Private Improvements, furnish the City with a letter of credit in the form attached hereto, from a bank for $118,985, plus a cash fee of $2,800 for City engineering administration (the "Security"). The bank shall be subject to the approval of the City Manager. The City may draw down the Security, on five (5) business days written notice to the Developer, to cure any violation of the terms of this Agreement which is not cured within said five (5) business day period. If the violation reasonably requires more than five (5) business days to cure and Developer commences the cure within such five-day period and is diligently proceeding with such cure, the Developer shall have additional time to complete the cure prior to a draw on the Security. If the Public and private Improvements are not completed and accepted by the City at least thirty (30) days prior to the expiration of the Security (as the same may be extended), the City may also draw it down without notice. If the Security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that a portion of the Public or private Improvements have been substantially completed in accordance with the Plans and financial obligations to the City in connection with such portion have been satisfied, with City approval the Security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the Security shall be retained as security until all Public and Private Improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" plans have been received by the City, a warranty security is provided (as set forth in Section 14 below), and the Public Improvements are accepted by the City Engineer. The City’s standard specifications for utility and street construction outline procedures for security reductions. If the City has not previously drawn on the Security in accordance with the preceding sentence, then, upon the Developer’s satisfaction of the conditions precedent to the City Engineer’s acceptance of the Public and Private Improvements, the City Engineer’s acceptance of the Public Improvements in accordance with this Agreement, and the Developer’s delivery of the maintenance bonds or other security as described in Section 14, the City shall return the Security to the Developer. 7 198299v6 14. WARRANTY. The Developer warrants all Public and Private Improvements required to be constructed by it pursuant to this Agreement against poor material and faulty workmanship. The warranty period for all Public Improvements is one year and shall commence following completion and acceptance by City Engineer. The Developer shall post or cause its contractor to post maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs of the Public Improvements to secure the warranties. The City shall retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are furnished to the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. 15. SPECIAL PROVISIONS. A. The Developer shall contribute $1,900,000 to the City for affordable housing in lieu of providing affordable housing. Payment shall be made in full prior to the City issuing any building permits for the Subject Property. Alternatively, Developer may fulfill this obligation by contributing the required funds toward another project within the City prior to the City issuing any building permits for the Subject Property as approved by the City in accordance with the City of Edina Policy on Affordable Housing. The contribution to another project may not be used to fulfill the other project’s affordable housing requirements under the City’s Policy on Affordable Housing. B. The Developer shall comply with City Resolution 2019-57. C. The Developer shall comply with the Director of Engineering’s memo dated March 21, 2018 16. RESPONSIBILITY FOR COSTS. A. The Developer shall pay all reasonable costs incurred by it or the City in conjunction with the installation of the Public Improvements, including but not limited to legal, planning, engineering and inspection expenses incurred in connection therewith, the preparation of this Agreement, and the review of any other plans and documents related thereto. B. Except in the case of the negligence or willful misconduct of the City or its officers, employees, and agents, the Developer shall indemnify and hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred 8 198299v6 resulting from Developer’s installation of the Public Improvements, including all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. C. In the event the City is successful in litigation to enforce the terms of this Agreement, the Developer shall reimburse the City for costs incurred in litigation and subsequent enforcement of this Agreement, including reasonable engineering and attorneys' fees. D. The Developer shall pay in full all bills submitted to it by the City for undisputed obligations incurred under this Agreement within thirty (30) days after receipt. If the undisputed bills are not paid on time, the City may halt site development and construction until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eight percent (8%) per year. 17. MISCELLANEOUS. A. Third parties shall have no recourse against the City or the Developer under this Agreement. B. Breach of the terms of this Agreement by the Developer without cure in the time period provided shall be grounds for denial of building permits. C. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portions of this Agreement. D. If building permits are issued prior to the acceptance of Public Improvements, the Developer assumes all liability and costs resulting in delays in completion of Public Improvements and damage to Public Improvements caused by the Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface and the utilities are accepted by the City Engineer. E. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties 9 198299v6 and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. F. This Agreement shall run with the land and may be recorded against the title to the Subject Property. G. The Developer and its contractors shall acquire public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's work or the work of their subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $100,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $200,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy on a primary and noncontributory basis, and the Developer and contractors shall file with the City a certificate evidencing coverage. The certificate shall provide that the City must be given at least ten (10) days advance written notice of the cancellation of the insurance. The Developer and contractors must provide a Certificate of Insurance which meets the following requirements: 1. The Description section of the Accord form needs to read “City of Edina is named as Additional Insured with respect to the General Liability and Auto Liability policies on a Primary and Non-Contributory Basis.” 2. Certificate Holder must be City of Edina. 3. Provide copy of policy endorsement showing City of Edina named as Additional Insured on a Primary and Non-Contributory Basis. H. The Developer and its general contractor shall obtain Workmen’s Compensation Insurance in accordance with the laws of the State of Minnesota, including Employer’s Liability Insurance, to the limit of $100,000.00 each accident. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be 10 198299v6 deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developer may assign this Agreement in connection with a transfer of the Subject Property with the written permission of the City Council, which will not be unreasonably conditioned, withheld or delayed. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells the Subject Property, or any part of it. K. Breach of the terms of this Agreement by the Developer without cure in the time period provided shall be grounds for denial of building permits and for and the halting of all work on, the Subject Property. L. The Developer represents to the City that the Public Improvements comply with all city, county, metropolitan, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the Public Improvements do not comply, the City may, at its option, refuse to allow construction or development work on the Subject Property until the Developer does comply. Upon the City’s demand, the Developer shall cease work until there is compliance. M. From time to time, when requested by Developer, the City shall execute and deliver a recordable certificate confirming the satisfaction or completion of certain requirements contained in this Agreement. 18. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than thirty (30) days in advance. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 11 198299v6 19. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: 4999 France Avenue South, Suite 216, Minneapolis, MN 55410. Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Edina City Hall, 4801 W. 50th Street, Edina, Minnesota 55424-1330. CITY OF EDINA BY: __________________________________________ James Hovland, Mayor AND __________________________________________ Scott Neal, City Manager STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2019, by James Hovland and by Scott Neal, respectively the Mayor and City Manager of the City of Edina, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ______________________________________________ NOTARY PUBLIC 12 198299v6 DEVELOPER: 3650 HAZELTON LLC BY: ___________________________________ Name: _________________________________ Title: __________________________________ STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2019, by ____________________________, the _________________________ of 3650 Hazelton LLC, a Minnesota limited liability company, on behalf of the limited liability company. ______________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON, P.A. 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 Telephone: 651-452-5000 [RNK] 13 198299v6 FEE OWNER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT 3650 HAZELTON – JCT, LLC, a Minnesota limited liability company, fee owner of all or part of the subject property, the development of which is governed by the foregoing Site Improvement Performance Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this _____ day of ____________, 2019. 3650 HAZELTON – JCT, LLC BY: Jeffrey R. Peterson, President STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2019, by Jeffrey R. Peterson, the President of 3650 HAZELTON – JCT, LLC, a Minnesota limited liability company, on behalf of said company. NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 [RNK] 14 198299v6 FEE OWNER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT 3650 HAZELTON – VJD, LLC, a Minnesota limited liability company, fee owner of all or part of the subject property, the development of which is governed by the foregoing Site Improvement Performance Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this _____ day of ____________, 2019. 3650 HAZELTON – VJD, LLC BY: Jeffrey R. Peterson, President STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2018, by Jeffrey R. Peterson, the President of 3650 HAZELTON – VJD, LLC, a Minnesota limited liability company, on behalf of said company. NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 15 198299v6 FEE OWNER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT 3650 HAZELTON – WEP, LLC, a Minnesota limited liability company, fee owner of all or part of the subject property, the development of which is governed by the foregoing Site Improvement Performance Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this _____ day of ____________, 2019. 3650 HAZELTON – WEP, LLC BY: Jeffrey R. Peterson, President STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2019, by Jeffrey R. Peterson, the President of 3650 HAZELTON – WEP, LLC, a Minnesota limited liability company, on behalf of said company. NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 [RNK] 16 198299v6 FEE OWNER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT 3650 HAZELTON – JW, LLC, a Minnesota limited liability company, fee owner of all or part of the subject property, the development of which is governed by the foregoing Site Improvement Performance Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this _____ day of ____________, 2019. 3650 HAZELTON – JW, LLC BY: Jeffrey R. Peterson, President STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2019, by Jeffrey R. Peterson, the President of 3650 HAZELTON – JW, LLC, a Minnesota limited liability company, on behalf of said company. NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 [RNK] 17 198299v6 FEE OWNER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT 3650 HAZELTON – PAS, LLC, a Minnesota limited liability company, fee owner of all or part of the subject property, the development of which is governed by the foregoing Site Improvement Performance Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this _____ day of ____________, 2019. 3650 HAZELTON – PAS, LLC BY: Jeffrey R. Peterson, President STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2019, by Jeffrey R. Peterson, the President of 3650 HAZELTON – PAS, LLC, a Minnesota limited liability company, on behalf of said company. NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 [RNK] 18 198299v6 FEE OWNER CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT 3650 HAZELTON – TFL, LLC, a Minnesota limited liability company, fee owner of all or part of the subject property, the development of which is governed by the foregoing Site Improvement Performance Agreement, affirms and consents to the provisions thereof and agrees to be bound by the provisions as the same may apply to that portion of the subject property owned by it. Dated this _____ day of ____________, 2019. 3650 HAZELTON – TFL, LLC BY: Thomas F. Lund, Sole Member STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2019, by Thomas F. Lund, the Sole Member of 3650 HAZELTON – TFL, LLC, a Minnesota limited liability company, on behalf of said company. NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 651-452-5000 [RNK] 19 198299v6 MORTGAGE CONSENT TO SITE IMPROVEMENT PERFORMANCE AGREEMENT TRADITION CAPITAL BANK, which holds a mortgage on the Subject Property, agrees that the foregoing Site Improvement Performance Agreement shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 2019. TRADITION CAPITAL BANK BY: ______________________________________ Its: _________________________________ STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ______________, 2019, by ____________________________, the _________________________ of TRADITION CAPITAL BANK, a Minnesota banking corporation, on behalf of said banking corporation. ________________________________________ NOTARY PUBLIC 198299v6 20 IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO: City of Edina 4801 W. 50th Street Edina, Minnesota 55424-1330 Dear Sir or Madam: We hereby issue, for the account of 3650 Hazelton LLC and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 20___, of (Name of Bank) "; b) State that 3650 Hazelton LLC is in default, beyond any applicable notice and cure periods, under that certain Site Improvement Performance Agreement between the City of Edina and 3650 Hazelton LLC; c) Be signed and sworn to by the City Manager or Finance Director of the City of Edina; and d) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2022. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Edina Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Edina City Manager, Edina City Hall, 4801 W. 50th Street Edina, MN 55424-1330, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: ____________________________________ Its ______________________________ XXXXX'-X"T.O. XXXEL = XX'-X"SECTION ANDELEVATION REFINTERIORELEVATION REFDETAIL REFWALL TYPEWINDOW TYPEELEVATION REFSPOT ELEVATION REFFLOOR FINISHTRANSITION REFXXXAX.XXXXXXXXXXEXTERIOR ELEVATIONKEYNOTE REFROOM NAME AND NUMBERDOOR NUMBERSECTIONKEYNOTE REFREVISION NUMBERFIRE EXTINGUISHERCABINETFIRE EXTINGUISHER -WALL MOUNTEDROOMXXXXXX XXSignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:39:24 PMT1.1TITLE SHEET217558ESG ESG3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/2019PROJECT TEAMSYMBOLS LEGENDPROJECT LOCATIONDRAWING INDEXEdina Promenade Residences3650 Hazelton Rd, Edina, MN 55435VicinitySite LocationUNIT MIX & SQUARE FOOTAGESOWNER/DEVELOPER:3650 Hazelton, LLC4999 France Avenue, Suite 216Minneapolis, MN 55410Ph: 612-313-0101ARCHITECT:Elness Swenson Graham Architects, Inc.500 Washington Ave. South, Suite 1080Minneapolis, MN 55415Ph: 612-339-5508LANDSCAPE ARCHITECT:Confluence530 N 3rd Street, Suite 120Minneapolis, MN 55401Ph: 612-333-3702CIVIL ENGINEER:Westwood Engineering12701 Whitewater Dr #300Minnetonka, MN 55343Ph: 952-937-5150STRUCTURAL ENGINEER:Meyer Borgman Johnson510 Marquette Avenue South, Suite 900Minneapolis, MN 55402Ph: CONTRACTOR:Frana Companies630 Second Avenue SouthHopkins, MN 55343Ph:MACHANICAL AND PLUMBING ENGINEER:ELECTRICAL ENGINEER:No. DescriptionDate% of Total 8% 6% 44% 2% 18% 10% 3% 10% 100%Total 14 12 82 3 33 18 5 18 185Level 18 0 0 0 0 0 00 0 0Level 17 0 0 0 0 0 00 4 4Level 16 0 0 0 0 0 00 7 7Level 15 0 0 0 0 0 00 7 7Level 14 0 1 8 0 3 20 0 14Level 13 0 1 8 0 3 20 0 14Level 12 0 1 8 0 3 20 0 14Level 11 0 1 8 0 3 20 0 14Level 10 0 1 8 0 3 20 0 14Level 9 0 1 8 0 3 20 0 14Level 8 0 1 8 0 3 20 0 14Level 7 0 1 8 0 3 20 0 14Level 6 0 1 8 0 3 20 0 14Level 5 0 1 6 1 2 00 0 10Level 4 7 1 2 1 2 00 0 13Level 3 7 1 2 0 2 00 0 12Level 2 0 0 0 1 0 00 0 1Level 1 0 0 0 0 0 05 0 5Studio Alcove 1 BR 1 BR DN 2 BR 2 BR DN Townhome PH TotalUnit DistributionParking Ratio 1.50GSF per DU 1,263Efficiency 82.16%RSF per DU 1,038Total 361,803 112,651 13,211 1,351 43,271 233,654 930 191,980 185277Level 18 Amenity/ Mech 3,841 2,4901,351 1,591Level 17Residential 13,926 2,188 13,926 11,738 484.3%Level 16Residential 15,354 2,239 15,354 13,115 785.4%Level 15Residential 15,354 2,239 15,354 13,115 785.4%Level 14Residential 15,385 2,190 15,385 13,195 1485.8%Level 13Residential 15,385 2,190 15,385 13,195 1485.8%Level 12Residential 15,385 2,190 15,385 13,195 1485.8%Level 11Residential 15,385 2,190 15,385 13,195 1485.8%Level 10Residential 15,385 2,190 15,385 13,195 1485.8%Level 9Residential 15,385 2,190 15,385 13,195 1485.8%Level 8Residential 15,385 2,190 15,385 13,195 1485.8%Level 7Residential 15,385 2,190 15,385 13,195 1485.8%Level 6Residential 15,385 2,190 15,385 13,195 1485.8%Level 5Res/Amenity 16,953 4,682 3,048 12,271 9,223 1075.2%Level 4Res/Parking 31,883 20,579 2,717 11,304 8,587 1350 76.0%Level 3Res/Parking 31,883 20,579 2,794 11,304 930 7,580 1258 67.1%Level 2Res/Parking 30,067 20,013 1,685 2,458 8,369 5,911 151 70.6%Level 1Res/Parking 30,527 18,866 4,354 3,351 7,307 3,956 541 54.1%Level P1Parking 31,285 30,349 93671Level P2Parking 2,265 2,2656UseTotal GSF Parking/ Service Lobby/Amenity MEP Com/Circ Res GSF Guest GSF Res NRSF DU's Indoor Park EfficiencyArea SummaryHazelton ProjectDRAWING INDEX.DRAWINGNUMBER DRAWING NAMEREZONING AMENDMENTARCHITECTURALA0.1SITE IMAGES●A0.2P2 AND P1 PARKING PLAN●A0.3STREET LEVEL AND LEVEL 2 PLAN●A0.4LEVEL 3 AND LEVEL 4 PLAN●A0.5LEVEL 5 AND LEVEL 6-14 PLAN●A0.6LEVEL 15-16 AND LEVEL 17 PLAN●A0.7LEVEL 18 / ROOF●A0.8EXTERIOR ELEVATIONS●A0.9EXTERIOR ELEVATIONS●A0.10 EXTERIOR MATERIALS●A0.11 PERSPECTIVE VIEWS●A0.12 PERSPECTIVE VIEWS●A0.13 PERSPECTIVE VIEWS●A0.14 PERSPECTIVE VIEWS●A0.15 SECTIONS●DRAWING INDEX.DRAWINGNUMBER DRAWING NAMEREZONING AMENDMENTGENERAL INFORMATIONT1.1TITLE SHEET●CIVILC100 EXISTING CONDITIONS AND REMOVALS PLAN ●C200 SITE PLAN●C300 GRADING & EROSION CONTROL PLAN●C301 ENLARGED GRADING PLAN●C400 SANITARY AND WATERMAIN PLAN●C500 STORM SEWER PLAN●C600 CITY DETAILS●C700 DETAILS●LANDSCAPEL1.0LANDSCAPE PLAN●L2.0LANDSCAPE DETAILS● SignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:38:03 PMA0.1SITE IMAGES217558AuthorChecker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/2019VIEW FROM THE SOUTHEAST CORNER OF THE SITEVIEW FROM THE NORTHWEST CORNER OF THE SITEVIEW FROM THE PROMENADE AT THE NORTHEAST CORNER OF THE SITEVIEW FROM THE ROAD AT THE SOUTHWEST CORNER OF THE SITENo. DescriptionDate UPDNRAMP DOWNRAMP DOWN RAMP UPRAMP DOWN PARKINGMECHANICALWATER/FIRE PUMPMAINELECTRICALRESIDENCE STORAGEPARKINGSignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:38:05 PMA0.2P2 AND P1 PARKING PLAN217558Author Checker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/20191/16" = 1'-0"A0.21LEVEL P11/16" = 1'-0"A0.22LEVEL P2No. DescriptionDate UPUPDNRAMP DOWN RAMP UPRAMP DOWN DNDNDNUPRAMP DOWN RAMP UPRAMP DOWN PARKINGLobbyBIKE STORAGETRASHMOVE INFIRE COMMANDMAILPACKAGESDOG RUN20' - 0"162' - 10"17' - 2"47' - 0"15' - 6"178' - 0"86' - 6"TRANS.PARKINGLobbyCONFERENCEBIKE STORAGEOPEN TO BELOW20' - 0"162' - 10"2' - 10"14' - 4"15' - 6"178' - 0"86' - 6"47' - 0"SignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:38:09 PMA0.3STREET LEVEL AND LEVEL 2PLAN217558Author Checker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/20191/16" = 1'-0"A0.32LEVEL 11/16" = 1'-0"A0.31LEVEL 2No. DescriptionDate UPDNRAMP DOWN RAMP UPRAMP DOWN UPUPDNRAMP DOWN RAMP DOWN PARKING20' - 0"162' - 10"2' - 10"14' - 4"15' - 6"178' - 0"47' - 0"PARKINGPOOL EQUIPMENTPOOL STRUCTURE ABOVE20' - 0"162' - 10"2' - 10"14' - 4"15' - 6"178' - 0"86' - 6"47' - 0"SignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:38:12 PMA0.4LEVEL 3 AND LEVEL 4 PLAN217558Author Checker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/20191/16" = 1'-0"A0.42LEVEL 31/16" = 1'-0"A0.41LEVEL 4No. DescriptionDate DNUPDNUPDNDNUPUPPOOLPRIVAT TERRACEPRIVAT TERRACE PRIVAT TERRACE PRIVAT TERRACECLUB ROOMFITNESSFITNESS/YOGAM WSTAIR EXITPRIVAT TERRACEAMENITY TERRACEPRIVAT TERRACE PRIVAT TERRACE20' - 0"60' - 0"72' - 0"48' - 0"15' - 6"47' - 0"20' - 0"73' - 9 1/2"76' - 2 1/2"30' - 0"74' - 0"78' - 0"48' - 0"76' - 5"29' - 9 1/2"68' - 0"SignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:38:19 PMA0.5LEVEL 5 AND LEVEL 6-14PLAN217558Author Checker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/20191/16" = 1'-0"A0.52LEVEL 51/16" = 1'-0"A0.51LEVEL 6-14No. DescriptionDate DNDNDNUP72' - 0"15' - 6"74' - 0"78' - 0"48' - 0"94' - 0"76' - 0"30' - 0"74' - 0"78' - 0"48' - 0"15' - 6"71' - 9 1/2"93' - 9 1/2"76' - 5"29' - 9 1/2"SignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:38:22 PMA0.6LEVEL 15-16 AND LEVEL 17PLAN217558Author Checker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/20191/16" = 1'-0"A0.62LEVEL 15-161/16" = 1'-0"A0.61LEVEL 17No. DescriptionDate DNUPAmenityMechOPEN TO EXTERIOROPEN TO EXTERIORROOF TERRACE152' - 0"48' - 0"15' - 6"SignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:38:24 PMA0.7LEVEL 18 / ROOF217558Author Checker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/20191/16" = 1'-0"A0.71LEVEL 18 / ROOF PLANNo. DescriptionDate 3' - 0"13' - 0"10' - 0"12' - 0"12' - 0"11' - 0"11' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"12' - 0"12' - 0"10' - 0"10' - 0"12' - 0"208' - 0"METAL PANEL COLOR #3METAL PANEL COLOR #1PRECAST - CAST STONE COLOR #1PRECAST - CAST STONE COLOR #2BRICK COLOR #1METAL PANEL COLOR #1PRECAST - CAST STONE COLOR #2PRECAST - CAST STONE COLOR #1WOOD-LOOK METALPANEL COLOR #2BRICK COLOR #1LEVEL 1100'-0"LEVEL 2112'-0"LEVEL 3122'-0"LEVEL 4132'-0"LEVEL 5144'-0"LEVEL 6156'-0"LEVEL 7166'-0"LEVEL 8176'-0"LEVEL 9186'-0"LEVEL 10196'-0"LEVEL 11206'-0"LEVEL 12216'-0"LEVEL 13226'-0"LEVEL 14236'-0"LEVEL 15247'-0"LEVEL 16258'-0"LEVEL 17270'-0"LEVEL 17282'-0"MEZZ. LEVEL292'-0"ROOF LEVEL305'-0"MAX HEIGHT308'-0"LEVEL 1100'-0"LEVEL 2112'-0"LEVEL 3122'-0"LEVEL 4132'-0"LEVEL 5144'-0"LEVEL 6156'-0"LEVEL 7166'-0"LEVEL 8176'-0"LEVEL 9186'-0"LEVEL 10196'-0"LEVEL 11206'-0"LEVEL 12216'-0"LEVEL 13226'-0"LEVEL 14236'-0"LEVEL 15247'-0"LEVEL 16258'-0"LEVEL 17270'-0"3' - 0"13' - 0"10' - 0"12' - 0"12' - 0"11' - 0"11' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"12' - 0"12' - 0"10' - 0"10' - 0"12' - 0"LEVEL 17282'-0"MEZZ. LEVEL292'-0"ROOF LEVEL305'-0"MAX HEIGHT308'-0"208' - 0"METAL PANEL COLOR #1METAL PANEL COLOR #3PRECAST - CAST STONE COLOR #1PRECAST - CAST STONE COLOR #2BRICK COLOR #1METAL PANEL COLOR #1PRECAST - CAST STONE COLOR #2PRECAST - CAST STONE COLOR #1WOOD-LOOK METALPANEL COLOR #2METAL PANEL COLOR #3PRECAST - CAST STONE COLOR #1SignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:38:47 PMA0.8EXTERIOR ELEVATIONS217558Author Checker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/2019No. DescriptionDate1/16" = 1'-0"A0.82SOUTH ELEVATION1/16" = 1'-0"A0.81EAST ELEVATION LEVEL 1100'-0"LEVEL 2112'-0"LEVEL 3122'-0"LEVEL 4132'-0"LEVEL 5144'-0"LEVEL 6156'-0"LEVEL 7166'-0"LEVEL 8176'-0"LEVEL 9186'-0"LEVEL 10196'-0"LEVEL 11206'-0"LEVEL 12216'-0"LEVEL 13226'-0"LEVEL 14236'-0"LEVEL 15247'-0"LEVEL 16258'-0"LEVEL 17270'-0"3' - 0"13' - 0"10' - 0"12' - 0"12' - 0"11' - 0"11' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"12' - 0"12' - 0"10' - 0"10' - 0"12' - 0"LEVEL 17282'-0"MEZZ. LEVEL292'-0"ROOF LEVEL305'-0"MAX HEIGHT308'-0"208' - 0"METAL PANEL COLOR #1METAL PANEL COLOR #3PRECAST - CAST STONE COLOR #1PRECAST - CAST STONE COLOR #2BRICK COLOR #1METAL PANEL COLOR #1PRECAST - CAST STONE COLOR #2PRECAST - CAST STONE COLOR #1WOOD-LOOK METALPANEL COLOR #2METAL PANEL COLOR #3PRECAST - CAST STONE COLOR #13' - 0"13' - 0"10' - 0"12' - 0"12' - 0"11' - 0"11' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"12' - 0"12' - 0"10' - 0"10' - 0"12' - 0"208' - 0"METAL PANEL COLOR #3METAL PANEL COLOR #1PRECAST - CAST STONE COLOR #1PRECAST - CAST STONE COLOR #2BRICK COLOR #1METAL PANEL COLOR #1PRECAST - CAST STONE COLOR #2PRECAST - CAST STONE COLOR #1BRICK COLOR #1PRECAST - CAST STONE COLOR #1METAL PANEL COLOR #3LEVEL 1100'-0"LEVEL 2112'-0"LEVEL 3122'-0"LEVEL 4132'-0"LEVEL 5144'-0"LEVEL 6156'-0"LEVEL 7166'-0"LEVEL 8176'-0"LEVEL 9186'-0"LEVEL 10196'-0"LEVEL 11206'-0"LEVEL 12216'-0"LEVEL 13226'-0"LEVEL 14236'-0"LEVEL 15247'-0"LEVEL 16258'-0"LEVEL 17270'-0"LEVEL 17282'-0"MEZZ. LEVEL292'-0"ROOF LEVEL305'-0"MAX HEIGHT308'-0"SignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:39:04 PMA0.9EXTERIOR ELEVATIONS217558Author Checker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/2019No. DescriptionDate1/16" = 1'-0"A0.91WEST ELEVATION1/16" = 1'-0"A0.92NORTH ELEVATION SignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:39:07 PMA0.10EXTERIOR MATERIALS217558Author Checker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/2019STONE DARK ANODIZED MULLIONSMETAL 1 - COMPOSITE METAL PANEL - CORTENMETAL 3 - METAL PANEL - DARK CHARCOAL GREYBRICK AT TOWERMETAL 2 - PREFINISHED METAL PANEL - WOOD LOOK (3 COLOR BLEND)BRICK AT TOWN HOME AND GARAGE (BLEND OF THE TWO IMAGES ABOVE)No. DescriptionDate SignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:39:10 PMA0.11PERSPECTIVE VIEWS217558Author Checker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/2019AERIAL CONTEXT LOOKING NORTHAERIAL CONTEXT LOOKING NORTHWESTAERIAL CONTEXT LOOKING NORTHEASTAERIAL CONTEXT LOOKING SOUTHWESTAERIAL CONTEXT LOOKING SOUTHEASTSTREET LEVEL CONTEXT VIEW LOOKING NORTHEASTNo. DescriptionDate SignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:39:14 PMA0.12PERSPECTIVE VIEWS217558Author Checker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/2019AERIAL DETAIL OF ARRIVAL COURT (LOOKING NE)AERIAL DETAIL AT PROMENADE & FRONT YARD (LOOKING NW)STREET VIEW AT FRONT YARD & PROMENADE (LOOKING NW)STREET VIEW ALONG HAZELTON AT ARRIVAL COURT (LOOKING NE)STREET VIEW ALONG PROMENADE (LOOKING WEST)STREET LEVEL VIEW FROM NEIGHBORING PARKING LOT (LOOKING EAST)No. DescriptionDate SignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:39:17 PMA0.13PERSPECTIVE VIEWS217558Author Checker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/2019DETAIL VIEW AT ARRIVAL COURTDETAIL VIEW AT FRONT PORCHDETAIL VIEW FROM PROMENADE OF TOWNHOME UNITSDETAIL VIEW AT TOWNHOMES ALONG PROMENADEDETAIL VIEW AT TERRACE LEVELDETAIL VIEW OF TOWER AT ARRIVAL COURTNo. DescriptionDate SignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:39:18 PMA0.14PERSPECTIVE VIEWS217558Author Checker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/2019ARCHITECTURAL LIGHTING STRATEGY (LOOKING NE)ARCHITECTURAL LIGHTING STRATEGY (LOOKING NW)No. DescriptionDate LEVEL 1100'-0"LEVEL 2112'-0"LEVEL 3122'-0"LEVEL 4132'-0"LEVEL 5144'-0"LEVEL 6156'-0"LEVEL 7166'-0"LEVEL 8176'-0"LEVEL 9186'-0"LEVEL 10196'-0"LEVEL 11206'-0"LEVEL 12216'-0"LEVEL 13226'-0"LEVEL 14236'-0"LEVEL 15247'-0"LEVEL 16258'-0"LEVEL 17270'-0"3' - 0"13' - 0"10' - 0"12' - 0"12' - 0"11' - 0"11' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"12' - 0"12' - 0"10' - 0"10' - 0"12' - 0"LEVEL 18282'-0"MEZZ. LEVEL292'-0"ROOF LEVEL305'-0"MAX HEIGHT308'-0"208' - 0"LEVEL P191'-0"LEVEL P282'-0"9' - 0"9' - 0"LEVEL 1100'-0"LEVEL 2112'-0"LEVEL 3122'-0"LEVEL 4132'-0"LEVEL 5144'-0"LEVEL 6156'-0"LEVEL 7166'-0"LEVEL 8176'-0"LEVEL 9186'-0"LEVEL 10196'-0"LEVEL 11206'-0"LEVEL 12216'-0"LEVEL 13226'-0"LEVEL 14236'-0"LEVEL 15247'-0"LEVEL 16258'-0"LEVEL 17270'-0"3' - 0"13' - 0"10' - 0"12' - 0"12' - 0"11' - 0"11' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"12' - 0"12' - 0"10' - 0"10' - 0"12' - 0"LEVEL 18282'-0"MEZZ. LEVEL292'-0"ROOF LEVEL305'-0"MAX HEIGHT308'-0"208' - 0"LEVEL P191'-0"LEVEL P282'-0"9' - 0"9' - 0"10' - 0"10' - 0"10' - 6"SignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota6/21/2019 2:39:24 PMA0.15SECTIONS217558Author Checker3650 Hazelton Rd. - Edina3650 Hazelton Rd.-EdinaREZONINGAMENDMENTSUBMITTAL06/24/2019No. DescriptionDate1/16" = 1'-0"A0.152EAST/WEST BUILDING SECTION1/16" = 1'-0"A0.151NORTH/SOUTH BUILDING SECTION EEEHHSTSTEESSNMHRIM = 870.15INV = 861.25 9" VCP 0.4%cb / 477ah /128Ra /17Ra / 32BP / 11cb / 49ah / 13cb / 168ah / 50cb / 116ah / 35BP / 6Ra / 24Ra /113BP /10LL / 8LL / 2LL / 2LL / 2LL / 3LL / 2ca / 18cp / 130Sm /11Sm / 30ca / 8cb / 67cb / 67SEASONALPLANTINGSca / 128ca / 102Hg / 138Hg / 324PG / 10Dl / 2701111111111111122133451112121212121212EXISTINGWALK1EXISTING PATH EXISTING PATH EXISTING PATHQB / 3Sm / 30cp / 91Sm / 16ca / 4ca / 8Sm / 20ca / 8Sm / 28ca / 8Sm / 28ca / 8Sm / 181HARDSCAPECONCRETEPERMEABLE PAVINGDECORATIVE PAVINGSTABILIZED AGGREGATE PAVINGBITUMINOUS ASPHALTSITE WALLSTAIRSSITE FURNISHINGSVERTICAL GREEN WALLBENCHSEAT PLATFORMPED BRIDGE CROSSINGFENCETABLES AND CHAIRSLOUNGE FURNITURE2345610111213146159PLANNORTHSignatureTyped or Printed NameLicense # DateCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed landscapearchitect under the laws of the State of Minnesota.2/12/2018 12:32:38 PM 217558PROJECT NUMBERJCDRAWN BYHazelton Rd Apts, EdinaHazelton Rd Apts,Edina3650 Hazelton RoadNo.Description Date530 NORTH THIRD STREET, SUITE 120MINNEAPOLIS, MN 55401PH: 612-333-3702LANDSCAPE ARCHITECTCONFLUENCETMTERRY MINARIK06/24/201942242REZONINGAMENDMENTSUBMITTAL 06/24/2019L1.0LANDSCAPE PLAN01L1.0N.T.SPLANTING SCHEDULEMATERIALS SCHEDULEPROMENADE CONCEPTUAL DESIGNNOT PART OF PROJECT SUBMISSION -POTENTIAL FURTHER DEVELOPMENTTHROUGH COORDINATION W/ CITY.GREEN INFRASTRUCTURE MEADOW:MEADOW PLANTINGS WITH COLLECTION OF SITEDRAINAGE TO SERVE AS A NATURAL EDGE FORHOUSING ALONG PROMENADE.COLORED BANDS TOCOMPLIMENTARCHITECTURETURF TO CURBDOG RUNENTRY PLAZALANDSCAPE PLAN 30"RADIUS MIN.4'-0"AEACH TREE SHALL BE PLANTED SUCHTHAT THE ROOT FLARE IS VISIBLE AT THETOP OF THE ROOT BALL. IF THE ROOTFLARE IS NOT VISIBLE, THE SOIL SHALL BEREMOVED IN A LEVEL MANNER FROM THEROOT BALL TO WHERE THE FIRST MAINORDER ROOT (12" DIA. OR LARGER)EMERGES FROM THE TRUNK. SET MAINORDER ROOT 1" HIGHER THAN ADJACENTGRADE. DO NOT COVER TOP OF ROOTBALL WITH SOIL.SCARIFY SIDES OF TREE PIT WITH SPADEBY HAND TO BIND WITH PREPARED SOIL.PLANTING PIT TO BE TWO TO FIVE TIMESTHE DIAMETER OF ROOT BALL, SLOPEDTAMP SOIL AROUND ROOT BALL BASEFIRMLY WITH FOOT PRESSURE SO THATROOT BALL DOES NOT SHIFT.DRAINAGE TRENCH AS REQUIRED PERPERCOLATION TEST IN SPEC. AUGER A 4"DIA. HOLE & FILL W/ 34" GRAVEL.PLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOIL.DIG PLANTING PIT 4-6" DEEPER THANROOTBALL.UNDISTURBED SUBGRADE.REMOVE BURLAP, WINE, ROPE ANDWIRE FROM TOP HALF OF ROOT BALL.COMPACT PLANTING SOIL TO85% OF MAXIMUM DRY UNITWEIGHT PER ASTM D 698.EDGE CONDITION VARIES, SEEPLAN.4" BUILT-UP EARTH SAUCERBEYOND EDGE OF ROOT BALL.3" SHREDDED HARDWOODMULCH. DO NOT PLACE MULCHIN CONTACT WITH ROOT FLARE.RODENT TRUNK PROTECTION: 12"HARDWIRE-CLOTH MESHCYLINDER. DIMENSIONS: 8"DIAMETER (OR GREATER) X 36"HEIGHT. STAKE IN PLACE,AVOIDING ROOTS. SEE SPEC.NOTE:CONTRACTOR SHALL BE RESPONSIBLEFOR MAINTAINING TREES IN A PLUMBPOSITION THROUGHOUT THE WARRANTYPERIOD. STAKING AND GUYING ISMANDATORY FOR TREES 4" CAL ORGREATER, AND ALL BARE ROOT TREES.WRAP TREE TRUNKS ONLY UPONAPPROVAL BY LANDSCAPE ARCHITECT.SEE SPECIFICATION SECTION 32 93 00.5' DIAMETER MULCH RING, TYP.TYPICAL TREE PLANTING DETAIL03L2.0N.T.STYPICAL PERENNIAL PLANTING DETAIL01L2.0N.T.S3 x A MIN.1'- 6"4"MIN.UNDISTURBED SUBGRADE.STEEL EDGING,AS SPECIFIEDMINIMIZE CONTACTW/ PLANT STEM(S)SET TOP OF ROOT CROWN 1" ABOVEFINISHED GRADE. MOUND PLANTINGBED SOIL SLIGHTLY TO TO TOP OFROOT CROWN.ORGANIC MULCH,AS SPECIFIED.TOP OF MULCH IS TO BELOWTOP OF WALK/CURB EXTENDINGA MIN. OF 1'-6" FROM EDGE OFWALK/CURB.5" DEEP MULCH POCKETCONCRETE WALK MAY OCCURNOTE: SEE SPECIFICATION SECTIONRELATED TO EXTERIOR PLANTING.PLANTING SOILSCARIFY SIDES AND BOTTOM OFENTIRE BED WITH SPACE BY HANDTO BIND WITH PLANTING SOIL.3" MIN.CONTAINER GROWN MATERIAL SHALLHAVE ROOTS HAVE LOOSENED.PLANT SPACING02L2.0N.T.SS SSD D 2/3D EDGE OF PLANTING AREAPLANT ROW-TYP.PLANT CENTER-TYP.TRIANGULARSPACING - 'S'DISTANCE BETWEENROWS - 'D'TOTAL AREA PERPLANT (SF)12"15"18"21"24" (2')30"36" (3')42"10-1/2"13"15-1/2"18"21"26"31"36"0.881.351.942.633.505.427.7510.50PLANNORTHSignatureTyped or Printed NameLicense # DateCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed landscapearchitect under the laws of the State of Minnesota.2/12/2018 12:32:38 PM 217558PROJECT NUMBERJCDRAWN BYHazelton Rd Apts, EdinaHazelton Rd Apts,Edina3650 Hazelton RoadNo.Description Date530 NORTH THIRD STREET, SUITE 120MINNEAPOLIS, MN 55401PH: 612-333-3702LANDSCAPE ARCHITECTCONFLUENCETMTERRY MINARIK06/24/201942242REZONINGAMENDMENTSUBMITTAL 06/24/2019L2.0PLANTING NOTESTURF NOTES1. SOD AREAS DISTURBED DUE TO GRADING UNLESS NOTEDOTHERWISE.2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OFSOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OFTRAIL, SLAB, CURB, ETC.3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALLHAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR INDRAINAGE SWALES, SOD SHALL BE STAKED SECURELY IN STEEPSLOPES AND DRAINAGE AREAS.4. UNLESS NOTED OTHERWISE, THE APPROPRIATE DATES FORSPRING SEED & SOD PLACEMENT IS FROM THE TIME GROUND HASTHAWED TO JUNE 15.5. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 TONOVEMBER 1. FALL SEEDING IS GENERALLY ACCEPTABLE FROMAUGUST 15 TO SEPTEMBER 15. ADJUSTMENTS TO SOD/SEEDPLANTING DATES MUST BE APPROVED IN WRITING BY THELANDSCAPE ARCHITECT.1. NO PLANTS WILL BE INSTALLED UNTIL FINAL GRADING ANDCONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREAAND ALL PLANTING IS APPROVED BY LANDSCAPE ARCHITECT.2. PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANTINGBEDS IMMEDIATELY PRIOR TO PLACEMENT OF MULCH, FOR WEEDCONTROL.3. NO EXCAVATION OR PLANTING PIT SHALL BE LEFT OPENOVERNIGHT.4. PROPOSED PLANT MATERIAL SHALL COMPLY WITH THE CURRENTEDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, ANSIZ60.1. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALLHAVE AT LEAST 5 CANES AT THE SPECIFIED HEIGHT. ORNAMENTALTREES SHALL HAVE NO 'V' CROTCHES AND SHALL BEGINBRANCHING NO LOWER THAN 3' FEET ABOVE THE ROOT BALL.STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NOLOWER THAN 6' ABOVE PAVED SURFACE.5. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REFUSEANY PLANT MATERIAL OR ANY DEFECTIVE WORKMANSHIP.6. MEASUREMENT OF CONIFER HEIGHT SHALL INCLUDE NOT MORETHAN FIFTY PERCENT (50%) OF THIS YEARS VERTICAL GROWTH(TOP CANDLE).7. PLANT SYMBOLS ON PLAN DRAWING TAKES PRECEDENCE OVERPLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST.SPECIFICATIONS AND DETAILS TAKE PRECEDENCE OVER NOTES.8. PROPOSED PLANT MATERIAL SHALL BE LOCATED AND STAKED ASSHOWN ON PLAN. LANDSCAPE ARCHITECT MUST APPROVESTAKING OF PLANT MATERIAL PRIOR TO DIGGING.9. SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THECONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIEDMATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIAL ISNOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME ANDVARIETY OF SUBSTITUTION TO THE LANDSCAPE ARCHITECT FORAPPROVAL PRIOR TO TAGGING OR PLANTING. SUBSTITUTIONSSHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANTHAVING SAME ESSENTIAL CHARACTERISTICS. ADJUSTMENTS INLOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED INFIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TOADJUSTMENT OF PLANTS.10. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS.11. PLANT MATERIAL SHALL BE FERTILIZED UPON INSTALLATION WITHDRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITHTHE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS ORMAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH ANAPPLICATION OF GRANULAR 10-0-5 OF 12 OZ. PER 2.5" CALIPERTREE AND 6 OZ. PER SHRUB WITH AN ADDITIONAL APPLICATION OF10-0-10 THE FOLLOWING SPRING IN THE TREE SAUCER.12. PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS,ANNUALS OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OFPLANTING SOIL CONSISTING OF 45 PARTS TOPSOIL, 45 PARTSSCREENED COMPOST AND 10 PARTS SAND OR AS OTHERWISESPECIFIED.13. TREE WRAPPING MATERIAL SHALL BE TWO-WALLED PLASTICSHEETING APPLIED FROM TRUNK FLARE TO FIRST BRANCH. WRAPSMOOTH-BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIORTO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1.14. 3/16" THICK STEEL OR ALUMINUM EDGER TO BE USED TO CONTAINSHRUBS, PERENNIALS AND ANNUALS WHERE PLANTING BEDMEETS SOD - UNLESS OTHERWISE NOTED.15. ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEPSHREDDED HARDWOOD MULCH WITH NO WEED BARRIER.16. SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDEDHARDWOOD MULCH.17. CONIFEROUS TREES ARE TO RECEIVE 4" DEEP SHREDDEDHARDWOOD MULCH AND SHALL HAVE NO MULCH IN DIRECTCONTACT WITH THE TREE TRUNK.18. ALL DECIDUOUS, PINE, AND LARCH TREE PLANTINGS SHALLRECEIVE RODENT PROTECTION PER MNDOT 2571.31.2. DO NOTPROVIDE ON SPRUCE TREES.19. LANDSCAPE CONTRACTOR SHALL WARRANTY NEW PLANTMATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OFSUBSTANTIAL COMPLETION. NO PARTIAL ACCEPTANCE WILL BECONSIDERED.20. UNLESS NOTED OTHERWISE, THE APPROPRIATE DATES FORSPRING PLANT MATERIAL INSTALLATION IS FROM THE TIMEGROUND HAS THAWED TO JUNE 15.21. CONIFEROUS PLANTING IS ACCEPTABLE FROM AUGUST 15 TOOCTOBER 1. FALL DECIDUOUS PLANTING IS ACCEPTABLE FROMTHE FIRST FROST UNTIL NOVEMBER 15. ADJUSTMENTS TOPLANTING DATES MUST BE APPROVED IN WRITING BY THELANDSCAPE ARCHITECT.22. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TOVERIFY THAT EACH EXCAVATED TREE OR SHRUB PIT WILLPERFOLATE (DRAIN) PRIOR TO ADDING TOPSOIL AND INTALLINGPLANT MATERIAL. THE CONTRACTOR SHALL FILL THE BOTTOM OFSELECTED HOLES WITH SIX INCHES OF WATER. THIS WATERSHOULD PERCOLATE WITHIN A 24-HOUR PERIOD. THE OWNER ORLANDSCAPE ARCHITECT SHALL VERIFY ACCURACY AND EFFECT OFPERCOLATION TESTING. IF THE SOIL AT A GIVEN AREA DOES NOTDRAIN PROPERLY, A PVC DRAIN OR GRAVEL SUMP SHALL BEINSTALLED OR PLANTING RELOCATED IF DIRECTED BY LANDSCAPEARCHITECT.23. SHOULD THE LANDSCAPE CONTRACTOR ENCOUNTERUNSATISFACTORY SURFACE OR OTHER SUBSURFACE DRAINAGECONDITIONS, SOIL DEPTH, LATENT SOILS, HARD PAN, STEAM OFOTHER UTILITY LINES OR OTHER CONDITIONS THAT WILLJEOPARDIZE THE HEALTH AND VIGOR OF THE PLANTS, HE MUSTADVISE THE LANDSCAPE ARCHITECT IN WRITING OF THECONDITIONS PRIOR TO INSTALLING THE PLANTS, OTHERWISE THELANDSCAPE CONTRACTOR WARRANTS THAT THE PLANTING AREASARE SUITABLE PROPER GROWTH AND DEVELOPMENT OF THEPLANTS TO BE INSTALLED.24. ALL HYDRANGEA AND YEW PLANTINGS SHALL HAVE A MINIMUMTOP SOIL DEPTH OF 12" WITH THE FOLLOWING ADDITIONALCONDITIONS MET:24.1. ALL PLANTS PLANTED A MINIMUM OF 2" ABOVE GRADE24.2. BACKFILL ALL PLANTING HOLES WITH A MIX OF SPECIFIEDGROWING MEDIUM AND TILLED TOPSOIL.24.3. AMEND TOPSOIL WITH ROOT STIMULANT APPROPRIATE FORHYDRANGEAS AND YEWS.24.4. VERIFY PLANTING PITS HAVE PASSED PERCOLATION TEST.GENERAL TREE SPECIFICATIONS:1. ALL STREET AND PARKING LOT TREES SHALL BE LIMBED UP TO THEFOLLOWING HEIGHTS:1.1. 2" CAL. TREES: LOWEST BRANCH 6' HT.1.2. 3" CAL.+ TREES: LOWEST BRANCH 7' HT.2. TREE CANOPY WIDTH SHALL BE RELATIVE TO HEIGHT/CALIPER OFTREE AND TYPE OF TREE.2.1. 1" CALIPER/ 6-8' HT: 3-4' WIDE MIN.2.2. 2" CALIPER/ 12-14' HT: 4-5' WIDE MIN.2.3. 3" CALIPER/ 14-16' HT: 6-7' WIDE MIN.3. CANOPY TREES SHALL NOT HAVE CO-DOMINATE LEADERS INLOWER HALF OF TREE CROWN4. ALL TREES SHALL HAVE SYMMETRICAL OR BALANCED BRANCHINGON ALL SIDES OF THE TREE.5. TREES SHALL NOT BE TIPPED PRUNED.6. TREES SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHEDAND DENSELY FOLIATED WHEN IN LEAF, FREE OF DISEASE ANDINSECTS, EGGS LARVAE.7. TREES SHALL BE FREE OF PHYSICAL DAMAGE FROM SHIPPING ANDHANDLING. DAMAGED TREES SHALL BE REJECTED.8. SUMMER DUG TREES SHALL HAVE ROOTBALL SIZE INCREASED BY20%.9. TREES WHICH EXCEED RECOMMENDED CALIPER TO HEIGHTRELATIONSHIP SHALL BE REJECTED.LANDSCAPE CHARACTER04L2.0LANDSCAPE DETAILS 870870 869869 86 8 870869871 87187287 2 873873871871871872872870871 872 873 873872 871870870869871871868 871 871872 871872870869871872872871871XXXXXXXXXXXXXXXXXX***********EEEEEG8" D.I.P. W.M.12"C900 RAW WATER 10" WATERMAINCBMHRIM = 869.26HHSTSTSTSTEEETTTSSSUnderground Easement in favorof NSP per Doc. No. 1054987Underground Easement in favorUtility purposes per Doc. No. T05180092Utility Easement per theplat of YORKTOWNUtility Easement per theplat of YORKTOWNScenic and Open Space Easementper Doc. No. 1033728Scenic and Open Space Easementper Doc. No. 1033728of NSP per Doc. No. 1054987Easement for Public Road, Sidewalk, Drainage &SNMHRIM = 870.63INV = 860.52SNMHRIM = 870.15INV = 861.25345' 9"VCP @ 1.0%CBMHRIM = 867.83INV = 865.24 (OTHERS)STMHRIM = 868.21INV N&S = 864.39 (OTHERS)INV E = 864.39 (OTHERS) 24" RCP 0.23% 292'-36"RCP @ 0.5% 9" VCP 9" VCP 0.4%345' 9"VCP @ 1.0%ST-1ST-2ST-3ST-4ST-5ST-6ST-71X3114255652Common Ground AllianceSHEET NUMBER:Call 48 Hours before digging:811 or call811.comDATE:© 2018 Westwood Professional Services, Inc.DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA FIELD WORK DATE: FIELD CREW: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 N:\0014302.00\DWG\CIVIL\0014302EX01.DWG 0014302.00EDINA, MN06/24/19EDINA PROMENADE RESIDENCESEXISTING CONDITIONS & REMOVALS PLAN EDINA PROMENADE RESIDENCESC100 4040906/24/19 DAVID BADE JAS DTB JAS 02/23/2018 MINNEAPOLIS MINNESOTA 3650 HAZELTON, LLC . . 06/24/19 ZONING AMENDMENT . 10/01/18 FINAL DEVELOPMENT PLANS 12/12/18 CONSTRUCTION DOCUMENTSSOIL BORINGPIEZOMETERFLOOD/YARD LIGHTTELEPHONE MANHOLEPOST INDICATOR VALVEPTWWSWHHTSTTGUY WIREFLARED END SECTIONSANITARY MANHOLEBEEHIVE CATCH BASINCATCH BASINCOSEEEELECTRIC MANHOLEELECTRIC TOWERSEWER CLEANOUTPOWER POLEELECTRIC BOXELECTRIC METERSIGN-TRAFFIC/OTHERSIGN-TRAFFIC/OTHERHANDICAPPED STALLTVMWMAILGMONITORING WELLCABLE TV BOXGAS METERSTREET LITEMAIL BOXPERC TESTWETLANDSTEEL/WOOD POSTBUSH/SHRUBCONIFEROUS TREEDECIDUOUS TREEPOWER OVERHEADTELEPHONE UNDERGROUNDTELEPHONE OVERHEADPOWER UNDERGROUNDWATERMAINFENCE LINESANITARY SEWERSTORM SEWERTRAFFIC CONTROL BOXGATE VALVEWATER MANHOLEGAS LINECABLE TELEVISION LINEWELLCURB STOP BOXHYDRANTWATER METERHAND HOLETRAFFIC LIGHTSTORM MANHOLETELEPHONE BOXTELEPHONE MANHOLETREE STUMPEXISTING CONDITIONS LEGENDPROPERTY LINECURB & GUTTERSAW CUT PAVEMENTSANITARY SEWERWATER MAINSTORM SEWERsCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDsCONSTRUCTION BARRICADEX*XHYDRANTGASUNDERGROUND ELECTRICUNDERGROUND TELEPHONEOVERHEAD ELECTRICOVERHEAD TELEPHONETELEPHONE FIBER OPTICCABLE TELEVISIONRETAINING WALLFENCESB-19SOIL BORING LOCATIONSB-19TREE LINEXXXEXISTINGREMOVALSREMOVAL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.5.CONTRACTOR TO VERIFY LOCATION OF SANITARY AND WATER SERVICES TO EXISTINGBUILDING. REMOVE SERVICE LINES TO PROPERTY LINE OR MAIN PER CITY STANDARDS ANDSPECIFICATIONS.REMOVAL NOTES1.SAWCUT AND REMOVE PAVEMENT.2.REMOVE BITUMINOUS.3.REMOVE, SALVAGE & REUSE EXISTING HYDRANT AND GATE VALVE.4.REMOVE WATER AND SANITARY SEWER SERVICES TO PROPERTY LINE OR MAIN LINE ASREQUIRED BY CITY. REMOVE AND REPLACE CURB, SIDEWALK, PAVEMENT AND LANDSCAPE ASSHOWN IF REQUIRED TO REMOVE TO MAINS.5.REMOVE CONCRETE PAVEMENT AND SIDEWALK.6.REMOVE PYLON SIGN.REMOVAL KEYNOTESX0'20'40'60'FLAG POLE*1.LOT 4, BLOCK 1, YORKTOWN, HENNEPIN COUNTY, MN.PROPERTY LEGAL DESCRIPTIONCONTRACTOR TO VERIFY LOCATION AND ELEVATION OFALL UTILITIES FOR CROSSINGS PRIOR TO CONSTRUCTION EEEHHSTSTSTSTEESSSST-1ST-2ST-3ST-4ST-5ST-6ST-7T15.5'4.0'6.0'20.0'55.00'17.17'4.0'(TYP.)6.2'15.0'26.0'19.0'15.0'9.5'7.0'12.0'53.0'32.00'7.0'9.0'6.47'22.5'19.5'10.0'8.0'8.0'R20.0'R40.0'R10.0'PROMENADE CONCEPTUALDESIGN: NOT PART OF PROJECTSUBMISSION - POTENTIALFURTHER DEVELOPMENTTHROUGH COORDINATIONWITH CITY.5.0'R15.0'R5.0'R4.0'R4.0'R4.0'111111122222223337755555555568910S.145.0'BBBBBBBBBBAAAAAACCCCCCCCCCCCCC66666666DDFGGGHIJKKKKKKKLM4.0'(TYP.)I11BN:\0014302.00\DWG\CIVIL\0014302SP01.DWG 0014302.00EDINA, MN06/24/19EDINA PROMENADE RESIDENCESSITE PLAN EDINA PROMENADE RESIDENCESC200 4040906/24/19 DAVID BADE JAS DTB JAS 02/23/2018 MINNEAPOLIS MINNESOTA 3650 HAZELTON, LLC Common Ground AllianceSHEET NUMBER:Call 48 Hours before digging:811 or call811.comDATE:© 2018 Westwood Professional Services, Inc.DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA FIELD WORK DATE: FIELD CREW: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 PROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLHEAVY DUTY CONCRETE PAVEMENTNUMBER OF PARKING STALLS68TTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEHEAVY DUTY BITUMINOUS PAVEMENTPERVIOUS PAVERSTRAFFIC SIGNPOWER POLEBOLLARD / POSTTIP-OUT CURB AND GUTTER1 B612 CURB AND GUTTER2TRANSITION CURB AND GUTTER3FLUSH CURB4SURMOUNTABLE CURB5PRIVATE CONCRETE SIDEWALK6PUBLIC CONCRETE SIDEWALK7PEDESTRIAN CURB RAMP8PERMEABLE PAVERS9HEAVY DUTY CONCRETE SECTION LOADING AREA10BITUMINOUS PAVEMENT11CONCRETE DRIVEWAY APRON1SITE LEGENDSITE DETAILS1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN, FEBRUARY 6TH, 2018.2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESNORMAL DUTY CONCRETE PAVEMENT·EXISTING ZONING:PCD-3·PROPOSED ZONING:PUD·PARCEL DESCRIPTION:LOT 4 - YORKTOWN ADDITION·PROPERTY AREA:56,000 SF (1.29 AC)·PERVIOUS SURFACE (RATIO):22,151 SF (39.6%)·IMPERVIOUS SURFACE (RATIO):33,849 SF (60.4%)·BUILDING FOOTPRINT SIZE:30,680 SF·BUILDING GROSS SIZE:378,610 SF·APARTMENTS:167 UNITS·PARKING PROVIDED:270NOTE:ALL PARKING ON SITE WILL BE WITHIN ENCLOSED PARKING FACILITY. REFER TO ARCHITECTURAL PLANS FOR NUMBER OF STALLS PROVIDED, LOCATION, AND NUMBER OFACCESSIBLE SPACES PROVIDED.SITE DEVELOPMENT SUMMARY. . 06/24/19 ZONING AMENDMENT . 10/01/18 FINAL DEVELOPMENT PLANS 12/12/18 CONSTRUCTION DOCUMENTSS.1S.10REFERENCESTOP SIGN30" X 30"R1-1SIZEMnDOT DESIGNATIONSIGN LEGENDAMATCH EXISTING CURBBMATCH EXISTING PAVEMENTCPLANTED AREADCONCRETE PATIO (SEE ARCHITECTURAL FOR STAMPING/SCORING)EPATIO PAVERS (SEE ARCHITECTURAL FOR STAMPING/SCORING)FCONCRETE TRANSFORMER PAD (SEE ELECTRICAL PLAN)GRETAINING WALL (SEE ARCHITECTURAL FOR WALL TYPE)HSTAIRS (SEE ARCHITECTURAL)IART FEATURE (SEE ARCHITECTURAL)JPERGOLA (SEE ARCHITECTURAL)KBRIDGE OVER SWALE (SEE ARCHITECTURAL OR STRUCTURAL)LPAINTED STOP BARMFDC LOCATION (SEE ARCHITECTURAL/PLUMBING PLAN)SITE KEYNOTESI0'20'40'60'CONTRACTOR TO VERIFY LOCATION AND ELEVATION OFALL UTILITIES FOR CROSSINGS PRIOR TO CONSTRUCTION E E E HH ST ST ST ST E E S S S SNMHRIM = 870.63INV = 860.52 SNMHRIM = 870.15INV = 861.25 345' 9"VCP @ 1.0% CBMH RIM = 867.83INV = 865.24 (OTHERS) STMHRIM = 868.21INV N&S = 864.39 (OTHERS)INV E = 864.39 (OTHERS) 24" RCP 0.23%292'-36"RCP @ 0.5% 9" VCP 9" VCP 0.4%345' 9"VCP @ 1.0% ST-1 ST-2 ST-3 ST-4 ST-5 ST-6 ST-7 T FFE=871.85 LFE=855.85870869870871 870871871872872873872872 872 87 1 871 8 7 0870871 8718728738718 7 1 87 0 87 1 87 2 87 3 871872868 869869 871871872 872 872 870 871 8 7 2872 871870869871871872873 872 870 871 871ROCK CONSTRUCTION ENTRANCE DRAINAGE SWALE 871.79 871.82 SILT FENCE (TYP.) INLET PROTECTION (TYP.) ROOF DRAIN ROOF DRAIN 871.59 871.50 871.85 871.72 871.63 871.72 871.63 871.83 871.74 872.30 872.21 871.91 871.82871.85 SILT FENCE (TYP.) 868.75 868.65 867.98 868.46 868.53 868.12 868.81 868.34 N:\0014302.00\DWG\CIVIL\0014302GD01.DWG0014302.00EDINA, MN06/24/19EDINA PROMENADE RESIDENCESGRADING & EROSIONCONTROL PLANEDINA PROMENADE RESIDENCESC300 4040906/24/19DAVID BADEJASDTBJAS02/23/2018MINNEAPOLISMINNESOTA3650 HAZELTON, LLCCommon Ground Alliance SHEET NUMBER: Call 48 Hours before digging: 811 or call811.com DATE: © 2018 Westwood Professional Services, Inc.DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAFIELD WORK DATE:FIELD CREW:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:PREPARED FOR:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150PROPERTY LINE 982 980 POND NORMAL WATER LEVEL RIDGE LINE TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR982 980 SPOT ELEVATION FLOW DIRECTION SB-19 RETAINING WALL GRADING LIMITS CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) GRADING LEGEND 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN. 14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. GRADING NOTES 91.0091.00 1.50% E.O.F. 91.00 T=98.0 B=87.6 SILT FENCE ROCK CONSTRUCTION ENTRANCE INLET PROTECTION ..06/24/19 ZONING AMENDMENT.10/01/18 FINAL DEVELOPMENT PLANS12/12/18 CONSTRUCTION DOCUMENTS0'20'40'60' 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. 6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 8.THE SITE MUST BE STABILIZED WITH A 25-151 SEED MIX AT 70-POUNDS PER ACRE AND TYPE I MULCH AT 2-TONS PER ACRE IN ACCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. 9.TEMPORARY SEEDING SHALL BE MN/DOT SEED MIX 22-111 AT 40-POUNDS PER ACRE AND TYPE I MULCH AT 2-TONS PER ACRE IN ACCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. 10.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED. 11.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. 12.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. 13.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 14.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. 15.PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH SITE WORK. GENERAL EROSION CONTROL NOTES CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL UTILITIES FOR CROSSINGS PRIOR TO CONSTRUCTION E E E HH ST ST E E S SNMH RIM = 870.15 INV = 861.25 CBMH 9" VCP 0.4%ST-1 ST-2 ST-3 ST-4 ST-5 ST-6 ST-7 T FFE=871.85 LFE=855.85870871 870871871872872872 871 8 7 0870871 8718728738718 7 1 87 0 8 7 1 87 2 87 3 871872868 871871872 872 872 870 871 8 7 2872 871870869871871872 872 870 871 871INFILTRATION BASIN HWL =869.65 BOTTOM =868.35 869.39 868.91 868.96 870.89 871.02 871.26 871.37 871.48 871.64 871.80 871.40 870.55 ROOF DRAIN FL:869.78 FL:869.87 869.00 868.76868.72 868.91 869.05 871.05 870.94 T=870.98 T=871.17T=871.26871.47 871.35 T=871.18 T=871.63 T=871.85 871.69871.69 871.27 871.39 871.32 871.85871.85 871.85 871.85 TC:871.79FL:871.79FL:871.65TC:872.15 FL:871.80TC:872.30 TC:871.85FL:871.85FL:871.85TC:871.85FL:871.80TC:872.30 871.74871.72 871.85 871.85 872.15 872.00 FL:870.03TC:870.52 FL:870.20TC:870.70 FL:870.57TC:870.57 T=870.54B=870.49 870.92 FL:870.94 FL:871.14 FL:871.44 FL:871.56 FL:871.70 871.77 871.63 871.51871.53 871.21 869.00 869.09 869.77 869.68 FL:869.53 FL:869.62TC:869.62 TC:869.53 TC:869.78 TC:869.87 870.04 869.96 FL:869.61 FL:869.09 869.75 B=869.84 870.93 870.95 870.89 870.89 871.02 870.98 871.26 871.23 871.37 871.35 871.48 871.46 871.64 871.61 871.79 871.85871.85 871.72 871.72 871.59 871.68 871.68871.60 871.60 871.78 FL:871.75 B=869.26 B=869.04T=869.04 B=870.33T=871.02 B=870.00B=871.50 B=871.59 B=871.85 871.81 871.81 871.81 871.81 871.81 871.81 871.79 871.85871.85 TC:871.75 TC:871.70 TC:871.56 TC:871.44 TC:871.14 TC:870.94 871.85 869.22 869.38 871.33870.33 871.29870.29 871.27870.24 871.23870.23 871.24870.21 871.20870.20 871.13870.11 871.09870.09 870.83869.83 870.79869.79 870.70869.70 870.65869.65 870.65869.65 870.67870.11 871.33870.33 871.29870.29 871.27870.24 871.23870.23 871.24870.21 871.20870.20 871.13870.11 871.09870.09 870.83869.83 870.79869.79 870.70869.70 870.65869.65 870.65869.65 870.69869.65 870.45 871.61 872.21871.83 871.82 871.44 871.81871.79 871.79 871.81871.79 871.79 871.81871.79 871.79 871.81871.79 871.79 871.81871.79871.29 871.29 871.79 871.79871.29 871.29 871.81 ROOF DRAIN FL:870.00 871.77871.27 871.27871.77 870.00 871.20 870.82 870.96 871.07 E.O.F. 869.80 871.32 871.39 871.39 871.39 871.39 871.29 871.29 869.38 869.27869.45 871.79 -1.94%-1.85%TC:870.50 FL:869.74TC:870.24 870.00 TC:869.59 TC:870.11 TRANSITION CURB (TYP.) 868.66 868.87 N:\0014302.00\DWG\CIVIL\0014302GD02.DWG0014302.00EDINA, MN06/24/19EDINA PROMENADE RESIDENCESENLARGED GRADINGPLANEDINA PROMENADE RESIDENCESC301 4040906/24/19DAVID BADEJASDTBJAS02/23/2018MINNEAPOLISMINNESOTA3650 HAZELTON, LLCCommon Ground Alliance SHEET NUMBER: Call 48 Hours before digging: 811 or call811.com DATE: © 2018 Westwood Professional Services, Inc.DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAFIELD WORK DATE:FIELD CREW:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:PREPARED FOR:..06/24/19 ZONING AMENDMENT.10/01/18 FINAL DEVELOPMENT PLANS12/12/18 CONSTRUCTION DOCUMENTS0'10'20'30' 1.BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE CURB INSTALLATION. ALL OTHER BASIN CONSTRUCTION MUST WAIT UNTIL FINAL SITE LANDSCAPING. REMOVE SEDIMENT FROM EXCAVATED BASIN PRIOR TO PLACEMENT OF FILTER MEDIA. PLACE SAND BAGS OR SIMILAR ITEM IN CURB CUTS TO PRE-FILTER STORM WATER UNTIL PLANTS ARE ESTABLISHED IN BASINS. MAINTAIN INLET PROTECTION ON DOWN STREAM INLETS UNTIL BASINS ARE ON-LINE. 2.BASIN EXCAVATION SHALL BE WITH TOOTHED-BUCKETS TO SCARIFY THE BOTTOM. 3.PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN CONSTRUCTION. 4.REFER TO TYPICAL RAIN GARDEN DETAIL FOR ADDITIONAL DIRECTION FOR CONSTRUCTION AND AMENDED SOIL TYPE AND PAVEMENT. 5.BASINS MUST BE TESTED FOR INFILTRATION RATE AFTER TOTAL SITE STABILIZATION. A DUAL RING INFILTROMETER SHALL BE USED FOR TESTING. MINIMUM INFILTRATION RATE IS 1-INCH PER HOUR. IF BASIN DOES NOT MEET INFILTRATION RATE, CONTRACTOR MUST TAKE CORRECTIVE ACTION UNTIL MINIMUM INFILTRATION RATE IS MET. CORRECTIVE ACTION MAY INCLUDE REMOVING PLUG IN DRAIN TILE. ALL TESTING AND CORRECTIVE ACTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE INCIDENTAL TO THE CONTRACT, WITH NO DIRECT COMPENSATION MADE. FILTRATION/INFILTRATION BASIN NOTES STOOP 3:1 3:1 3'3'3' MIN. 6" FROM BOTTOM OF SWALE TO BRIDGE STRUCTURE 14.5'VARIES SIDEWALK SIDEWALK PROMENADE BRIDGE FILTRATION/INFILTRATION TYPICAL SECTION PROPERTY LINE 982 980 POND NORMAL WATER LEVEL RIDGE LINE TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR982 980 SPOT ELEVATION FLOW DIRECTION SB-19 RETAINING WALL GRADING LIMITS CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) GRADING LEGEND 91.0091.00 1.50% E.O.F. 91.00 T=98.0 B=87.6 SILT FENCE ROCK CONSTRUCTION ENTRANCE INLET PROTECTION E E E 8" D.I.P. W.M.12"C900 RAW WATER10" WATERMAINHH ST ST ST ST E E S S S SNMHRIM = 870.63INV = 860.52 SNMHRIM = 870.15INV = 861.25 345' 9"VCP @ 1.0% CBMH RIM = 867.83INV = 865.24 (OTHERS) STMHRIM = 868.21INV N&S = 864.39 (OTHERS)INV E = 864.39 (OTHERS) 24" RCP 0.23%292'-36"RCP @ 0.5% 9" VCP 9" VCP 0.4%345' 9"VCP @ 1.0% ST-1 ST-2 ST-3 ST-4 ST-5 ST-6 ST-7 T 6" DOMESTIC WATER SERVICE IE=863.85 8" FIRE WATER SERVICE IE=863.85 2 WAY FDC CONNECTION, EXPOSED SIAMESE TYPE. SEE SKYLINE FIRE PROTECTION INC. DRAWING #FP1/2 10" SAN SERVICE IE=863.65 8" PIV 8" FIRE AND 6" DOMESTIC SPLIT 5' OUTSIDE OF BLDG. CONSTRUCT MH OVER EX. 9" VCP SAN SAN MH-1 RE=869.11 IE(N,E,W)=859.64 (VERIFY) 38 LF 8" PVC @ 3.32% SAN MH-2 RE=868.90 IE(N,S)=860.90 8" GATE VALVE 74 LF 8" DIP WM 48 LF 8" DIP WM 86 LF 10" PVC @ 3.20% 9 LF 6" DIP WM HYDRANT WITH 6" GATE VALVE CONNECT TO EXISTING 8" WM VERIFY SANITARY AND WATER SIZING & LOCATION WITH PLUMBING ENGINEER PRIOR TO FINAL CONSTRUCTION DOCUMENTS FFE=871.85 LFE=855.85 1 N:\0014302.00\DWG\CIVIL\0014302UT01.DWG0014302.00EDINA, MN06/24/19EDINA PROMENADE RESIDENCESSANITARY ANDWATERMAIN PLANEDINA PROMENADE RESIDENCESC400 4040906/24/19DAVID BADEJASDTBJAS02/23/2018MINNEAPOLISMINNESOTA3650 HAZELTON, LLCCommon Ground Alliance SHEET NUMBER: Call 48 Hours before digging: 811 or call811.com DATE: © 2018 Westwood Professional Services, Inc.DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAFIELD WORK DATE:FIELD CREW:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:PREPARED FOR:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150EXISTING PROPOSED s SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINE PROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE VERTICAL UTILITY SEPARATION OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTER X.X UTILITY LEGEND 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. 8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 12.ALL WATER LINES SHALL BE DUCTILE IRON WRAPPED IN POLYETHYLENE, CLASS 52 WITH 7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18" FROM SANITARY SEWER AND STORM SEWER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER. 13.INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 14.SANITARY PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS, PIPE SHALL BE PVC SCHEDULE 40. 15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150. 16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT). 17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. GENERAL UTILITY NOTES ..06/24/19 ZONING AMENDMENT.10/01/18 FINAL DEVELOPMENT PLANS12/12/18 CONSTRUCTION DOCUMENTS0'20'40'60' CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL UTILITIES FOR CROSSINGS PRIOR TO CONSTRUCTION CONTRACTOR TO VERIFY CROSSING OF NEW SANITARY SERVICE WITH EXISTING WATERMAIN IN STREET. CITY AS-BUILTS ARE INCOMPLETE AND IT APPEARS THAT WATERMAIN DEPTH MAY NOT ALLOW FOR 2.0' SEPARATION. IF IN CONFLICT WITH PROPOSED SEWER DESIGN REVIEW WITH CITY AND ENGINEER TO EITHER LOWER WATERMAIN IN STREET OR RAISE SERVICE LINE TO AVOID, HOLDING THE INVERT AT THE BUILDING WALL OF 863.65. UTILITY KEYNOTES1 E E E 8" D.I.P. W.M.12"C900 RAW WATER10" WATERMAINHH ST ST ST ST E E S S S SNMHRIM = 870.63INV = 860.52 SNMHRIM = 870.15INV = 861.25 345' 9"VCP @ 1.0% CBMH RIM = 867.83INV = 865.24 (OTHERS) STMHRIM = 868.21INV N&S = 864.39 (OTHERS)INV E = 864.39 (OTHERS) 24" RCP 0.23%292'-36"RCP @ 0.5% 9" VCP 9" VCP 0.4%345' 9"VCP @ 1.0% ST-1 ST-2 ST-3 ST-4 ST-5 ST-6 ST-7 T FFE=871.85 LFE=855.85 CONNECT TO EXISTING STM SWR STMH-101 (VERIFY INVERT) CBMH 202 (SEE DETAIL) RE=870.00 IE=867.73 15 LF ACO TRENCH DRAIN (SEE DETAIL) 8 LF 8" STM @ 24.75% IE=865.75 STMH 201 RE=871.32 IE(N)=866.45 IE(W)=865.25 IE(S)=865.75 SUMP=862.75 42 LF 15" STM @ 1.00%19 LF 12" STM@ 2.11%UNDERGROUND INFILTRATION SYSTEM 240 LF PERF 60" CMP (SEE DETAIL) INF VOL. REQ. = 3200 CF INF. VOL. PROVIDED BELOW OUTLET=5600 CF 22 LF 12" STM @ 2.0% OCS-102 RE=869.65 IE=865.65 RD IE=869.85 OUTLET IE=869.65 20 LF 8" STM @ 1.0% CORE DRILL & CONNECT TO EXISTING CB TRENCH DRAIN RE=870.00 IE=869.67 15 LF ACO TRENCH DRAIN (SEE DETAIL) TRENCH DRAIN RE=870.00 IE=869.67 RD IE=866.85 4 LF - 12" STM @ 0% 1 N:\0014302.00\DWG\CIVIL\0014302ST01.DWG0014302.00EDINA, MN06/24/19EDINA PROMENADE RESIDENCESSTORM SEWER PLANEDINA PROMENADE RESIDENCESC500 4040906/24/19DAVID BADEJASDTBJAS02/23/2018MINNEAPOLISMINNESOTA3650 HAZELTON, LLCCommon Ground Alliance SHEET NUMBER: Call 48 Hours before digging: 811 or call811.com DATE: © 2018 Westwood Professional Services, Inc.DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAFIELD WORK DATE:FIELD CREW:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:PREPARED FOR:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-51501.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL STORM SEWER MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 8.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 9.STORM SEWER PIPE: A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY. B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS. C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321. D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING. F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712. 10.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. 11.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. GENERAL STORM SEWER NOTES STORM SEWER LEGEND EXISTING PROPOSED s SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINE PROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE VERTICAL UTILITY SEPARATION OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTER X.X ..06/24/19 ZONING AMENDMENT.10/01/18 FINAL DEVELOPMENT PLANS12/12/18 CONSTRUCTION DOCUMENTS0'20'40'60' CASTING TYPE TYPE DIA.NUMBER STRUCTURE STORM SEWER CASTING SCHEDULE STMH 48" NYOPLAST 24"- STMH 48"R-1642 CBMH K901G 8" 101 102 201 202 103 FES - R-1642 - 6" CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL UTILITIES FOR CROSSINGS PRIOR TO CONSTRUCTION 1.CONTRACTOR TO PROVIDE STORMWATER CHAMBER DESIGN AND SHOP DRAWINGS TO ENGINEER FOR FINAL REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. STORM KEYNOTES1 N:\0014302.00\DWG\CIVIL\0014302DT01.DWG 0014302.00EDINA, MN06/24/19EDINA PROMENADE RESIDENCESCITY DETAILS EDINA PROMENADE RESIDENCESC600 4040906/24/19 DAVID BADE JAS DTB JAS 02/23/2018 MINNEAPOLIS MINNESOTA 3650 HAZELTON, LLC Common Ground AllianceSHEET NUMBER:Call 48 Hours before digging:811 or call811.comDATE:© 2018 Westwood Professional Services, Inc.DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA FIELD WORK DATE: FIELD CREW: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 . . 06/24/19 ZONING AMENDMENT . 10/01/18 FINAL DEVELOPMENT PLANS 12/12/18 CONSTRUCTION DOCUMENTS N:\0014302.00\DWG\CIVIL\0014302DT01.DWG 0014302.00EDINA, MN06/24/19EDINA PROMENADE RESIDENCESDETAILS EDINA PROMENADE RESIDENCESC700 4040906/24/19 DAVID BADE JAS DTB JAS 02/23/2018 MINNEAPOLIS MINNESOTA 3650 HAZELTON, LLC Common Ground AllianceSHEET NUMBER:Call 48 Hours before digging:811 or call811.comDATE:© 2018 Westwood Professional Services, Inc.DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA FIELD WORK DATE: FIELD CREW: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 ” ” . . 06/24/19 ZONING AMENDMENT . 10/01/18 FINAL DEVELOPMENT PLANS 12/12/18 CONSTRUCTION DOCUMENTSLAST REVISED:01/26/18B6 STYLE CURB AND GUTTERSI01NOTES:1.EXPANSION JOINT SPACING IS 100'2.MIN. 3" CL. 5 UNDER C.&G.3.CURB SHALL BE PER MnDOT SPEC 25317"8"X"Y"6"13 1/2"Curb TypeXYB612B618B62424"18"12"20"26"32"SLOPE 3/4" PER FT.13R-3"R=3"R=1/2"2"PRIVATE CONCRETE SIDEWALKSI08NOTES:1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.LAST REVISED:01/26/18FINISH GRADESEE PLAN5" CONCRETE WALK WITHCONTRACTION JOINTS EVERY 5' ANDEXPANSION JOINTS EVERY 100' OR AT90° INTERSECTIONS2% CROSS SLOPE6" MIN.4" MNDOT SPEC 3138 CLASS 5AGGREGATE BASEAALAST REVISED:08/15/17TRANSITION CURBSI31PERSPECTIVESECTION A-ANO SCALENO SCALEB6 STYLE CURBSEE DETAIL SI01TRANSITIONVARIES6" MAX.AANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.ADA REQUIRED DETECTABLE WARNING SURFACE(TRUNCATED DOMES) SHALL BE 2' MIN. IN DIRECTION OF LANDING AT CURB AND SHALL EXTEND THE FULL WIDTH OF THE LANDING. AREA SHALL BE CONTRASTING COLOR TO THE ADJACENT WALKING SURFACE WITH A PREFABRICATED CAST IRON TRUNCATED DOME INSERT MEETING THE ADA DOME SIZE AND SPACING REQUIREMENTS.ALAST REVISED:08/15/17PUBLIC PEDESTRIAN CURB RAMPSI09AA332233FACE OFCURBBACK OFCURBFACE OFCURB15158"5' MIN.4' MIN. ORPER PLAN5' MIN . 5'-4" MIN. 2' 8"5' MIN.5' MIN.4' MIN. ORPER PLAN5'-4" MIN. 2'CURB FACEOR GUTTER5% APPROACHSLOPE MAXSEE NOTE #41/2" PREFORMEDJOINT FILLER MATERIALRAMP5'-4" MIN.LANDING4' MIN.RAMP 8.33%MAX. SLOPECONCRETE WALKDET. WARN.SURFACEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPESIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.ELEVATION OF RAMPSECTION A-APLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMP4"LAST REVISED:01/26/18WM06WATERMAIN INSULATIONSEWERWATERMINIMUM 2INSULATION LAYERSWITH JOINTSSTAGGERED6" COMPACTEDGRANULAR FILLWATERMAINW.M. COVER WIDTH (W) 4.0'-4.9'8' 5.0'-5.9'6' 6.0'-7.0'4' 7.0' + 0'NOTES:1.INSULATION SHALL BE EXTRUDED POLYSTYRENE (XEPS) INSULATION BOARD, "CERTIFOAM SE" OR"STYROFOAM SM" OR EQUIVALENT.2.INSULATION SHALL BE PLACED ON A SMOOTH, LEVEL FOUNDATION WHICH HAS BEEN FIRMLY COMPACTED.3.SEPARATE LAYERS OF INSULATION USED TO MAKE UP THE 4" THICKNESS SHALL HAVE STAGGERED JOINTSTO ENSURE THE CONTINUITY OF THE INSULATION.4.ALL WATERMAIN/ STORM SEWER CROSSINGS WITH LESS THAN 36" CLEARANCE SHALL BE INSULATED.MINIMUM 1 1/2" THICK INSULATIONLAYERS WITH JOINTS STAGGEREDAND EXTENDING 4' EACH WAYFROM WATERMAIN C/LMECHANICAL COMPACTEDBACKFILL6"W/2W/218"MIN.INSULATION FOR SHALLOW WATER MAININSULATION AT PIPE CROSSING4"3'-0"7'-0"3'-0"SIGN INSTALLEDIN LANDSCAPE AREAHANDICAP STALL PARKING SIGNINSTALLED IN PARKING LOTNOTE:1.SIGN TO BE 2-SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER12"LAST REVISED:01/26/18SIGN INSTALLATIONSI14CONCRETE CURB &GUTTERCAP REQUIRED2" GALVANIZEDSTEEL PIPE,ROUND, SET INCONCRETEMOWING EDGEPAVEMENT6" STEELCASINGCONCRETEFOOTING2'-0"MIN.10"5'-0" TOCENTEROF SIGN2'-0"MIN.3'-6" MIN. FROSTDEPTH IF GREATER6" COMPACTED CL. 5 AGGREGATEBASE, MNDOT 3138, 2211LAST REVISED:01/26/18HEAVY DUTY CONCRETESECTION LOADING DOCKSI21NOTES:1.CONCRETE SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCED BARS TO ASSIST IN CONTROLLING CRACKING FROM DRYING SHRINKAGE AND THERMAL CHANGES.2.SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). CONTRACTOR SHALL PREPARE JOINTING PATTERN AND SUBMIT TO ENGINEER PRIOR TO CONSTRUCTION.3.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS.4.DOWELS SHALL BE UTILIZED AT FORMED AND/OR COLD JOINTS. DOWELS SHALL BE 30" LONG 1/2" DIAMETER SMOOTH AND GREASED TIE BARS AT 30" SPACING, MINIMUM 18" FROM PAVEMENT EDGE.7" 4000 PSI TYPE 3 CONCRETESURFACE COMPACTIONLAST REVISED:08/15/17GD12NOTE:1.STREET CONTRACTOR TO INSTALL AFTER CURB & GUTTER IS INSTALLED. MAINTAIN UNTIL SITE IS STABILIZED.ROAD DRAIN CG-23"WIMCO" CURB INLET PROTECTIONCURBPOLYESTER SLEEVEFILTER ASSEMBLYCG-23SPECIFICATIONS AND STANDARDS:AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION.AWS STRUCTURAL WELDING CODE - STEEL, D1.1-94.29 CFR 1926 - OSHA SAFETY AND HEALTH STANDARDSDESIGN LOADSALLOWABLE AXLE WEIGHT LOADN/ASAFETY FACTORN/AWATER FLOW RATE 0.476 CFS @3" HEAD(THROUGH POLYESTER SLEEVEMAXIMUM OVERFLOW RATE2.14 CFS @ 15" HEADPIPE BEDDING DETAILSFOR PVC & HDPESS10LAST REVISED:08/15/17"BC" DENOTES OUTSIDEDIAMETER OF PIPECOURSE FILTERAGG. (MNDOTSPEC. 3149.2H)PIPE FOUNDATION AND BEDDING IN POOR SOILSPIPE FOUNDATION & BEDDING IN GOOD SOILS"BC" DENOTES OUTSIDEDIAMETER OF PIPEGRANULAR BORROW(MNDOT SPEC. 3149.2B1)BCFOUNDATIONCOMPACTEDBACKFILLBEDDINGBC12"MIN.=2D+BC+12"6"COMPACTEDBACKFILLMIN.=BC+12"12" 6"DPIPE BEDDING DETAILSFOR RCP & DIPLAST REVISED:08/15/17SS11COARSE FILTER AGGREGATE(MNDOT SPEC. 3149.2H)LOAD FACTOR 1.5CLASS C-1HAND SHAPED FROM FIRMUNDISTURBED SOILLOAD FACTOR 1.9CLASS ACONCRETE BACKFILL TO 0.5 OF OUTSIDEDIAMETER WITH SHAPED BEDDINGLOAD FACTOR 2.3CLASS BHAND SHAPED FROM ANGULARBEDDING MATERIALCOMPACTEDBACKFILLNOTES:1."BC" DENOTES OUTSIDE DIAMETER OF PIPE2."W" BC+12" MIN.2000#CONCRETELOAD FACTOR 1.5COMPACTEDBACKFILLBCBCCOMPACTEDBACKFILL0.5 BC MIN.0.5 BC MIN.WW12"BC/4 BUTNOT LESSTHAN 6"BCBCCLASS C-2HAND SHAPED FROM ANGULARBEDDING MATERIALNORMALBEDDINGCOARSE FILTER AGGREGATE(MNDOT SPEC. 3149.2H)COMPACTEDBACKFILLWW6"MIN.BC/4 BUT NOTLESS THAN 6"0.5 BC0.5 BC12" MIN.LAST REVISED:01/26/18MACHINE SLICED SILT FENCE(HEAVY DUTY)GD03FLOWFLOW RUNOFFNOTES:1.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ACCUMULATED TO 1/2 THE HEIGHT OF THE FABRIC OR MORE.2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.4.ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE BOTTOM OF FABRIC IS HIGHER THAN "PONDING HEIGHT".5."HEAVY DUTY" IS SAME AS MACHINE SLICED ONLY HAND INSTALLED.WOVEN MONOFILAMENT (36" WIDE)FILTER FABRIC, ATTACHSECURELY TO UPSTREAMSIDE OF POST WITH 3-50LBTENSILE STRENGTH PLASTICZIP-TIES PER POST WITHINTOP 8" OF FABRIC5' STEEL T-POSTFABRIC SLICED INTOSOIL WITHCOMPACTED BACKFILL5' STEEL T-POST6'-0" MAX .SPACINGSTANDARD DETAILPONDING HEIGHTTRENCH WITH NATIVE BACKFILL542"NOTES:1.PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON.2.NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM THE CITY.3.SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BRIEFED ON TREE PRESERVATION TECHNIQUES.LAST REVISED:08/15/17TREE PROTECTIONGD36DRIPLINEORANGE CONSTRUCTION FENCESTAKED EVERY 6'"T" POST OR EQUAL6' METAL FENCE POST.STAKE EVERY 6' MAX.ORANGE MESH CONSTRUCTION FENCELOCATION AS SHOWN ON PLAN. MAINTAINMAXIMUM DISTANCE FROM TRUNK POSSIBLE.6' MAXPLANELEVATIONLAST REVISED:01/26/18CONSTRUCTION ENTRANCEGD05NOTES:1.FILTER FABRIC SHALL BE PLACED UNDER ROCK/WOOD CHIPS TO STOP MUD MIGRATION THROUGH ROCK/WOOD CHIPS.2.WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE 80% NOT LESS THAN 2-INCHES AND NOT MORE THAN 5-INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED IS ALLOWED.3.ENTRANCES MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.4.LENGTH AND WIDTH TO BE ADJUSTED FOR SITE CONDITIONS.HARD SU R FAC E PUB L IC ROAD1"-2" WASHED ROCKOR WOODCHIPS PERSPECIFICATIONS18" MINIMUM CUT OFF TOMINIMIZE RUNOFF FROM SITEROCK=12" MIN.WOODCHIPS=18" MIN.2 0 ' M IN .WID TH 50' MIN.12' MIN.15' MIN.VARIESLAST REVISED:08/15/17CONCRETE WASHOUT AREAGD08AANOTES:1.CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL.2.IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER.3.WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.ROOF ACCESSEARTH BERMMULCH & SEEDSILT FENCECONCRETEWASHOUT SIGNIMPERMEABLE LINERSILT FENCE1.5'MIN.SECTION A-ALAST REVISED:08/08/17WATERMAIN WET TAPWM15BITUMASTIC ANTI-CORROSIVE COATINGREQUIRED ON BARE METALS.(AEROSOL SPRAY IS NOT ACCEPTABLE)ALL BOLTS MUST BE 304 STAINLESS STEEL.AANOTE:1.DUCTILE IRON WATER MAIN SHALL HAVE CONDUCTIVITYSTRAP WELDED TO EXISTING MAIN AS SHOWN.CONDUCTIVE STRAP(SEE NOTES)8" CONCRETE BLOCKUNDISTURBED EARTHCOMPACTEDGRANULAR BACKFILLRESILIENT WEDGE VALVECONFORMING TO AWWA C509STANDARDS4" - 12" S.S. TAPPING SLEEVESECTION A-APLANSI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:01/26/18PERVIOUS PAVEMENT3 1/8" H2O PRO PAVERS2.0" BEDDING COURSE (ASTM No. 8) - 3/8" OPEN GRADED AGGREGATE4.0" BASE COURSE (ASTM No. 57 CRUSHED) 3/4'-1" OPEN GRADED AGGREGATEPERVIOUS PAVERS SECTIONSUBGRADE SOIL (NON COMPACTED/ZERO SLOPE)18.0" SUB BASE COURSE (ASTM No. 2) - 2"-3" OPEN GRADED AGGREGATELAST REVISED:11/29/18FLUSH CURB AND GUTTERSI02-D12"8"20"SLOPE GUTTER TO MATCH(3/4" PER FT. TYP)TIP GUTTER OUT AS REQUIRED3" RADIUS1/2" RADIUSPAVEMENT SECTION VARIES1/4" LIP7"AGGREGATEBASE VARIES1/4" BACKMINIMUM OF 4"AGGREGATE BASEUNDER CURBMINIMUM 6" BEHINDBACK OF CURB8.5"LAST REVISED:11/29/18SURMOUNTABLE CURBSI02-CPAVEMENT SECTION VARIESAGGREGATEBASE VARIESMINIMUM OF 4"AGGREGATE BASEUNDER CURBMINIMUM 6" BEHINDBACK OF CURB10.5"1/4" LIP7"12"28"SLOPE 1/4" PER FT.R12"R28"R68"3/4"LAST REVISED:11/29/18POST INDICATOR VALVEMUELLER A-20806 OR EQUIVALENTWM17POST ADJUSTINGSCREWSBELLFINISHED GRADEBURY LINEWINDOWPOST HEAD36-3/4"30"SEE MANUFACTURERFOR MAX AND MIN LENGTHS DATE: March 21, 2018 TO: 3650 Hazelton Road, Owner and Development Team CC: Cary Teague – Community Development Director FROM: Chad Millner PE – Director of Engineering Charlie Gerk PE – Graduate Engineer RE: 3650 Hazelton Road – Development Review The Engineering Department has reviewed the subject property for pedestrian facilities, utility connections, grading, and storm water. Plans reviewed were; Civil, Landscape, and Survey drawings dated 02/23/2018. Review Comment Required For General 1. Executed site improvement agreement that outlines public vs private responsibilities and ownership for private improvements on public property. Grading/Building Permit 1.1 Fulfill any requirements for rights to proceed with work. Grading/Building Permit 1.2 Fulfill all outstanding requirements. Certificate of Occupancy 2. Due to use of City property for storm water management, “Promenade Conceptual Design” landscaping design shown on sheet L1.0 shall be constructed, at developer’s expense, at the time of construction. Design to be coordinated with Parks Department. Developer, at their cost, will at the request of the City work with a landscape architect of the City’s choice. Grading/Building Permit 3. Proposed designs for private improvements on public property are considered conceptual only at this time. Design to be coordinated with Parks Department. Developer, at their cost, will at the request of the City work with a landscape architect of the City’s choice. Grading/Building Permit 4. Deliver as-build records of public and private utility infrastructure post construction. Certificate of Occupancy Survey 5. An existing and proposed site condition survey is required. Grading/Building Permit 5.1 Show all existing and proposed public and private easements. Grading/Building Permit 6. Clearly denote private sidewalk. Maintenance for non-public sidewalks to be responsibility of property owner. Grading/Building Permit 7. Clearly indicate private vs public utilities. Grading/Building Permit Living Streets 8. Design sidewalks to meet ADA requirements. Grading/Building Permit 9. Saw cut concrete sidewalk joints on public sidewalks. Grading/Building Permit 10. Public sidewalk to be minimum 5’ in width with 5’ planted boulevard. Grading/Building Permit Traffic and Street 11. Review fire access requirements with fire department. Fire truck turning template attached. Grading/Building Permit 12. Provide traffic study and implement city approved recommendations. Grading/Building Permit 13. Curb cut permit required for entrance movement / reconstruction. Prior to Reconstructing Entrance 14. Road patching shall conform to Edina Standard Plates 540-545. Certificate of Occupancy Sanitary and Water Utilities 15. Verify fire demand and hydrant locations. Grading/Building Permit 16. Domestic water shall be sized by the developer’s engineer. Grading/Building Permit 17. Domestic sanitary shall be sized by the developer’s engineer. Grading/Building Permit 18. Apply for a sewer and water connection permit with public works. Prior to Starting Utility Work 18.1 Meter required for building service line and combined lines. No meter required for fire only service line. Grading/Building Permit 18.2 Public works to determine acceptable installation methods. Grading/Building Permit 19. Disconnected sanitary and water services to be capped at main. 20. A SAC determination will be required by the Metropolitan Council. The SAC determination will be used by the city to calculate sewer and water connection charges Grading/Building Permit 21. Fire service should have a PIV or equivalent and the domestic line should have its own gate valve. Grading/Building Permit Storm Water Utility 22. Provide geotechnical report with soil borings. Grading/Building Permit 23. Provide hydraulic and hydrologic report meeting watershed and state construction site permit requirements. Grading/Building Permit 24. Provide more detailed information for retention system. Grading/Building Permit 24.1 Ensure influence zone of infiltration chamber does not impact underground parking. Grading/Building Permit 24.2 Retention system engineer required to verify construction of the underground retention systems done per plan. Certificate of Occupancy 24.3 Confirm retention system is structural designed for Edina’s 80,000lb fire truck load and outriggers in parking lot areas. Grading/Building Permit 25. Submit watershed district permit and copies of private maintenance agreement in favor of watershed. Grading/Building Permit Grading Erosion and Sediment Control 26. A SWPPP consistent with the state general construction site stormwater permit is required. Grading/Building Permit Constructability and Safety 27. Construction staging, traffic control, and pedestrian access plans will be required. Grading/Building Permit Other Agency Coordination 28. Hennepin County, MDH, MPCA and MCES permits required as needed. Grading/Building Permit 29. Nine Mile Creek and / or Minnehaha Creek Watershed Districts permit(s) are required. Grading/Building Permit i I hereby certify this report was prepared by me or under my direct supervision, and I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. By: _________________________ Bryant J. Ficek, P.E., P.T.O.E. License No. 42802 Date: Traffic Impact Study 3650 Hazelton Apartments Redevelopment Edina, Minnesota Traffic Impact Study i 3650 Hazelton Apartments Executive Summary Background: A residential redevelopment is proposed on the current site of the Guitar Center store, located in the northeast quadrant of the Hazelton Road roundabout intersection, between the France Avenue and York Avenue intersections in Edina, Minnesota. The purpose of this study is to determine the traffic impacts associated with the build out of the proposed redevelopment on the study roads and intersections where significant impact is anticipated. Results: The principal findings of this traffic study are: The proposed apartment development is expected to generate up to approximately 1,000 new trips during an average weekday, 69 new trips during the weekday a.m. peak hour and 89 new trips during the weekday p.m. peak hour. This traffic is more than the current site generates and will increase traffic in the area. The proposed redevelopment is expected to generate significantly less traffic compared to the maximum intensity use of the site. A 100,000 square-foot medical would be expected to generate approximately 3,480 daily, 278 a.m. peak hour, and 346 p.m. peak hour trips. All roadways in the study network are forecast to operate within capacity for the number of lanes provided. All study intersections are forecast to operate acceptably in terms of average delay through the build scenarios. Several individual approaches to the signalized intersections have longer delays or vehicle queues than desired. The redevelopment does not significantly change the operations in terms of overall intersection delays or individual approach results. The specific operations of the Auto Arrival Court are unknown. Specific concerns are providing adequate space for drop-offs/pick-ups and visitor parking as well as the service and loading area maneuvers. The site has multiple bicycle, pedestrian, and transit amenities surrounding it, with limited information shown in the site plan about how to connect the redevelopment to these amenities. The Edina Promenade crossing of Hazeltine Boulevard is classified as a low-risk crossing, has no crashes in the past five years, and has more-than-acceptable treatments for safe and efficient pedestrian and bicycle crossings. Recommendations: The following items are recommended based on the analyses presented and the results of the study as summarized above: No roadway or traffic control mitigation is necessary to acceptably accommodate traffic expected from the residential redevelopment. However, the Hazelton Road intersections with France Avenue and with York Avenue should continue to be monitored. The City should continue to work with Hennepin County on proper timing for the France Avenue and York Avenue corridors, balancing the needs of the mainline with adequate access for the side streets. Operations of the Auto Arrival Court should be further explored with the developer. Specific pedestrian and bicycle connections to the surrounding amenities should be identified along with plans for bicycle parking or other facilities. Consider striping and ADA treatments for the site access leg of the roundabout. Provide tenants with information regarding transit options as part of a move-in packet and explore the feasibility of a real-time transit screen. Traffic Impact Study ii 3650 Hazelton Apartments TABLE OF CONTENTS 1. Introduction .......................................................................................... 1 2. Existing Conditions .............................................................................. 2 3. Forecasted Traffic ................................................................................ 4 4. Analyses ............................................................................................... 6 5. Conclusions and Recommendations ................................................ 12 6. Appendix ............................................................................................. 14 LIST OF TABLES & CHARTS Table 1 – Study Corridor Characteristics ................................................. 2 Table 2 – New Trip Generation .................................................................. 4 Table 3 – Maximum Commercial Trip Generation .................................... 5 Chart 1 – Study Corridor Volume to Capacity .......................................... 6 Chart 2 – AM Peak Hour Delays: Signal Controlled Intersections .......... 7 Chart 3 – PM Peak Hour Delays: Signal Controlled Intersections .......... 8 Chart 4 – AM Peak Hour Delays: Roundabout-Controlled Intersections 8 Chart 5 – PM Peak Hour Delays: Roundabout-Controlled Intersections 9 Traffic Impact Study 1 3650 Hazelton Apartments 1. Introduction a. Proposed Development A new residential redevelopment is proposed on the current site of the Guitar Center store, located in the northeast quadrant of the Hazelton Road roundabout intersection, between the France Avenue and York Avenue intersections in Edina, Minnesota. Although the current site plan presented consists of 186 dwelling units in a 19-story tower, the actual number of units could be between 100 and 200. For the purposes of this study, the worst-case scenario of 200 units is evaluated. b. Purpose of Study The purpose of this study is to determine the traffic impacts associated with the build out of the proposed residential redevelopment. The traffic impacts are studied on the roads and intersections where significant impact is anticipated, and improvements are recommended where mitigation is needed. For those not familiar with the general concepts and terms associated with traffic engineering, The Language of Traffic Engineering guide is included in the Appendix. c. Study Objectives The objectives of this study are: i. Document how the study intersections and roadways currently operate. ii. Forecast the amount of traffic expected to be generated by the proposed development. iii. Determine how the study intersections and roadways will operate in the future with and without the proposed development. iv. Review the site circulation and multi-modal aspects. v. Recommend appropriate mitigation measures if poor operations or areas of concern are identified. The roadway corridors studied in this document include those surrounding the proposed site, which are: i. Hazelton Road ii. France Avenue iii. York Avenue The study intersections closest to the proposed development and where the greatest impact is expected were chosen for review and include: i. Hazelton Road and France Avenue ii. Hazelton Road and Site Driveway Roundabout iii. Hazelton Road and York Avenue For the purposes of this traffic study, the analysis year is 2020, representing the year after full build-out and occupancy expected in 2019. Traffic Impact Study 2 3650 Hazelton Apartments 2. Existing Conditions a. Corridor Characteristics As mentioned, the proposed redevelopment site is located on the north side of Hazelton Road. Figure 1 shows the vicinity of the site and the study area. Figure 2 shows the proposed site’s Concept Plan. Table 1 shows the characteristics of the key roadway corridors around the proposed site and within the study area. Table 1 – Study Corridor Characteristics Name Designation1 Classification2 Speed Limit Lanes Transit3 Peds/ Bicycles Hazelton Road MSAS 166 Collector 30 mph 2 divided (west of site) 4 undivided (east of site) 1 Route 20 Min. Sidewalks on both sides France Avenue CSAH 17 A-Minor Arterial Reliever 40 mph 6 divided 2 Routes 30 Min. Sidewalk on west Trail on east York Avenue CSAH 31 B-Minor Arterial 35 mph 4 divided 4 Routes 15 Min. Sidewalks on both sides 1 MSAS = Municipal State Aid Route, CSAH= County State Aid Highway 2 City of Edina Comprehensive Plan 3 Number of routes around the proposed site followed by the frequency of transit service during the peak periods. b. Traffic Volumes Intersection video was collected at each study intersection under normal weekday conditions in January 2018. Using these videos, 48-hour turning movement counts were obtained at the study intersections. The standard commuter peak hours for this area are 8:00 to 9:00 a.m. and 4:30 to 5:30 p.m. The turning movement counts from these two peak hours were used in the intersection analyses. The turning movement count data from the counts are contained in 15-minute intervals in the Appendix. Based on the turning movement volumes and the Minnesota Department of Transportation’s (MnDOT’s) Traffic Mapping Application, the current daily traffic volumes on each study corridor are: i. 30,000 vehicles per day on France Avenue ii. 19,300 vehicles per day on York Avenue north of Hazelton Road iii. 7,600 vehicles per day on Hazelton Road c. Non-Vehicular Traffic Ample pedestrian and bicycle facilities are present in the study area, with sidewalks/trails on both sides of York Avenue, France Avenue, and Hazelton Road, as well as a promenade crossing to the east of the site access roundabout. The Edina Promenade connects various retail, residential, and recreational amenities in the Southdale area. Traffic Impact Study 3 3650 Hazelton Apartments Pedestrian and bicycle activity was recorded with the vehicles at every intersection with crossing movements counted at each intersection. The heaviest non-motorized volume occurred at the Hazelton Road/York Avenue intersection, likely reflecting movements between the residential and commercial areas. MnDOT’s Minnesota Crash Mapping Analysis Tool was utilized to assess current pedestrian and bicycle safety on the study roads. From January 2006 to December 2015, three crashes occurred at the Hazelton Road/York Avenue intersection involving pedestrians or bicycles. All crashes were determined to be a result of the driver distraction or failure to yield right-out-way and none resulted in any incapacitating injury. Traffic Impact Study 4 3650 Hazelton Apartments 3. Forecasted Traffic a. Site Traffic Forecasting A trip generation analysis was performed for the development site based on the methods published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition. Trip generation rates are provided in the same ITE manual as well as from local data collected by Spack Consulting. The ITE manual compiles studies from across the country to provide a national average traffic for various land uses. Spack Consulting collects current average traffic volumes for various land uses in the Twin Cities regional area for use in our studies. Local data is considered more relevant than the ITE national data as it is generally newer and accounts for our area’s specific characteristics and driving habits. Per the procedure in the Trip Generation Manual, local trip generation data is used when possible and supplemented with national ITE data when local data is not available. For each analysis, the raw trip generation was divided among three types of trips – new, pass-by, and internal. Pass-by trips are those vehicles already on the roads which will stop at the development site in the future. Internal trips are those vehicles within the site visiting two or more stores. New trips represent traffic increasing the overall number of vehicles at the intersections. For this study, with the proposed development being residential, all trips are treated as new. Table 2 shows the new trips generated by the proposed development. Table 2 – New Trip Generation Land Use Code – Source1 Description & Size Daily AM Peak Hour PM Peak Hour In Out In Out In Out 222 - ITE Multi-family Housing (high-rise) (200 dwelling units) 500 500 17 52 47 30 Local Apartment Building (200 dwelling units) 481 481 12 50 56 33 Trip Generation to Use 500 500 17 52 56 33 1 Local = Trip generation data collected by Spack Consulting in this regional area. As shown in Table 2, the ITE and Spack Consulting expected trip generation for the site is similar. To present a conservatively high analysis, the ITE data was used for the Daily and a.m. peak hour. The Spack Consulting data was used for the p.m. peak hour. The close correlation between the data indicates that the ITE data fits well within the Twin Cities region. For comparison purposes, Table 3 presents the trip generation assuming the maximum intensity of development for the site. In this case, the maximum intensity Traffic Impact Study 5 3650 Hazelton Apartments is a medical office of approximately 100,000 square feet. As shown, the proposed development has a much smaller traffic impact compared to the maximum use. Table 3 – Maximum Commercial Trip Generation Land Use Code – Source1 Description & Size Daily AM Peak Hour PM Peak Hour In Out In Out In Out 222 - ITE Multi-family Housing (high-rise) (200 dwelling units) 500 500 17 52 47 30 720 - ITE Medical Office (100,000 sq. ft.) 1,740 1,740 217 61 97 249 Difference 1,240 1,240 200 9 50 219 A trip distribution pattern was developed for the generated traffic of the proposed development. Based on existing counts as well as access to the regional transportation system, the general trip distribution pattern for this study is: i. 31% of the generated traffic to/from the north on France Avenue. ii. 31% of the generated traffic to/from the south on France Avenue. iii. 20% of the generated traffic to/from the north on York Avenue. iv. 17% of the generated traffic to/from the south on York Avenue. v. 1% of the generated traffic to/from the west on Hazelton Road. Traffic generated by the site development was assigned to the area roadways per this distribution pattern. b. Non-site Traffic Forecasting To forecast traffic volumes for the future years 2020 and 2023 beyond the proposed development’s traffic, general growth in traffic was added. Using MnDOT traffic data, the historic roadway volumes in the study area were examined. These volumes show relatively stable or decreasing volumes within the study area. In general, Edina could also be considered a relatively developed city expected to experience a lower growth rate. However, the France Avenue corridor is experiencing an increase in redevelopment. The 2016 Southdale Area Transportation Study was also consulted for expected growth in this area. From this information, a 1.0 percent annual growth rate was applied to the existing volumes to generate the forecast 2020 traffic volumes. This growth was applied to all existing movements in the study network to establish the No-Build forecasts. c. Total Traffic Traffic forecasts were developed for the 2020 Build scenario by adding the traffic generated by the proposed development to the No-Build forecast volumes. The forecasted peak hour volumes for each study intersection are shown in the Appendix. Traffic Impact Study 6 3650 Hazelton Apartments 4. Analyses a. Corridor Vehicular Analysis While many factors contribute to a road feeling congested, the two biggest factors are volume, how many vehicles are using the road, and capacity, how many vehicles the road can accommodate per day. Transportation professionals use these pieces of information to create a ratio of volume to capacity. For example, a road with a volume to capacity ratio of 1.0, where the traffic demand is equal to the traffic supply, will feel congested to motorists. Below is a rough guide of the maximum daily traffic volumes different types of roads can accommodate based on the Highway Capacity Manual, 6th Edition, Exhibit 16- 16. If the Average Daily Traffic (ADT) volume on a roadway is below the threshold, then it is considered un-congested. If the daily volume is over the threshold, the road is near congestion or is congested. The range in volumes reflect different characteristics such as having exclusive turn lanes, intersection traffic control like signals, and proper access spacing. All study roads would be expected to be at the higher end of these volume ranges for their number of lanes. 2-Lane Roads; volumes between 8,900 to 18,300 vehicles per day. 4-Lane Roads; volumes between 18,600 and 36,800 vehicles per day. 6-Lane Roads; volumes between 29,100 and 55,300 vehicles per day. For an initial planning level screening, Chart 1 provides volume to capacity ratios of the study corridors to determine if any of the roadway corridors are candidates for additional through lanes. As shown, the study roads are all below the planning threshold. In addition, the proposed redevelopment does not significantly change the volume-to-capacity ratios. Chart 1 – Study Corridor Volume to Capacity Congested: volume/capacity of 1.0 or greater 0 0.2 0.4 0.6 0.8 1 1.2 Hazelton Road France Avenue York AvenueVolume to Capacity RatioExisting 2020 No-Build 2020 Future Build Traffic Impact Study 7 3650 Hazelton Apartments b. Intersection Vehicular Analysis Individual intersections can perform poorly during peak periods while the overall roadway corridor is operating with an uncongested daily volume to capacity ratio lower than 1.0. Therefore, capacity analyses are performed for the study intersections to determine if they need improvements, such as turn lanes or an upgrade in traffic control. The existing and forecasted turning movement volumes along with the existing intersection configurations and traffic control were used to develop the average delay per intersection in each study scenario. The delay calculations were done in accordance with the Highway Capacity Manual, 6th Edition using the Vistro software package. The full calculations for each study scenario, including Level of Service (LOS) grades and queue lengths, are included in the Appendix. Also included in the Appendix is a guide explaining the Level of Service grade concept. Chart 2 (a.m. peak hour) and Chart 3 (p.m. peak hour) show the average peak hour delay per traffic signal-controlled intersection for each study scenario. The LOS D/E boundary of 55 seconds of delay per vehicle is considered the threshold between acceptable and unacceptable traffic signal operation in Minnesota. Chart 2 – AM Peak Hour Delays: Signal Controlled Intersections Congested at LOS D/E Boundary (55 seconds) 0 10 20 30 40 50 60 France Avenue & Hazelton Road York Avenue & Hazelton RoadAverage Dealy (seconds)Existing 2020 No Build 2020 Build Traffic Impact Study 8 3650 Hazelton Apartments Chart 3 – PM Peak Hour Delays: Signal Controlled Intersections Chart 4 (a.m. peak hour) and Chart 5 (p.m. peak hour) show the average peak hour delay per all-way stop intersection for each study scenario. The LOS D/E boundary of 35 seconds of delay per vehicle is considered the threshold between acceptable and unacceptable all-way stop operation in Minnesota. Chart 4 – AM Peak Hour Delays: Roundabout-Controlled Intersections Congested at LOS D/E Boundary (55 seconds) 0 10 20 30 40 50 60 France Avenue & Hazelton Road York Avenue & Hazelton RoadAverage Dealy (seconds)Existing 2020 No Build 2020 Build Congested at LOS D/E Boundary (35 seconds) 0 5 10 15 20 25 30 35 40 Hazelton Road RoundaboutAverage Dealy (seconds)Existing 2020 No Build 2020 Build Traffic Impact Study 9 3650 Hazelton Apartments Chart 5 – PM Peak Hour Delays: Roundabout-Controlled Intersections As shown in the charts, the study intersections are forecasted to operate with overall acceptable delay through the Build scenario in both the a.m. and p.m. peak hour scenarios. In addition, the overall delays show little change between the existing and Build scenarios, suggesting the proposed development will not significantly impact operations. At the signalized intersections, some approaches show longer delays and/or vehicle queuing than desired in all scenarios. Specifically, the northbound and southbound left turn movements on both France Avenue and York Avenue as well as the westbound approach on France Avenue and eastbound approach on York Avenue. These areas of potential concern match the results of the Southdale Area Transportation Study. The proposed development does not significantly change results for these approaches, increasing the 95th percentile vehicle queue length by only one vehicle. These approaches should continue to be monitored with other future development in the area. The City should also continue to work with the County on signal timing for the France Avenue and York Avenue corridors. Signal timing should be reviewed every few years or with significant development to ensure the timing reflects the current driving patterns. Congested at LOS D/E Boundary (35 seconds) 0 5 10 15 20 25 30 35 40 Hazelton Road RoundaboutAverage Dealy (seconds)Existing 2020 No Build 2020 Build Traffic Impact Study 10 3650 Hazelton Apartments c. Site Plan & Multi-Modal Review The concept site plan contained in the Appendix was reviewed for potential improvements to the circulation and connection of the multi-modal system. The following are the key categories reviewed and highlights of that review: i. Vehicle Circulation: The site uses the existing access from the roundabout, with all traffic entering onto the Auto Arrival Court. This approximately 55-foot by 65-foot square provides access to the underground garage as well as a service and loading area. The Auto Arrival Court has a potential concern in regard to drop-offs/pick-ups. The relatively small area could become congested quickly with only a handful of cars. The service and loading area is also relatively small with a one-lane dead end. Cars or trucks would likely need to back out in the Auto Arrival Court, which increases the risk for any pedestrian in this area. Visitor parking is not marked on the site plan and will need to be identified. More information regarding the circulation and operation expected for visitors, drop-offs/pick- ups, and trucks is necessary. ii. Bicycle and Pedestrian Infrastructure: As mentioned, sidewalks, trails, and the Edina Promenade surround this site providing non-motorized alternatives for reaching other destinations. The site plan shows a sidewalk connection from the ground-level townhomes to the promenade. However, no connection is shown to the lobby, either directly or to the sidewalk on Hazelton Road. This connection should be provided to improve access for all residents. Consideration should also be given to striping the crossing of the site access at the roundabout, formalizing the pedestrian crossings. Upgrading the crossing with full ADA treatments may also be needed. Bicycle facilities are likewise missing from the provided site plan. Ideally, outside short-term bicycle parking would be provided near the front door for residents and guests. Indoor long-term bicycle parking could be provided in the parking garage either at individual stalls or in a bicycle parking room. Other amenities, such as a maintenance stand, would increase the likelihood of bicycle trips, reducing vehicle travel on the roads. All bicycle parking and amenities should be convenient to the entrances and in well-lit locations for safety and visibility. iii. Edina Promenade Crossing of Hazeltine Boulevard: The Edina Promenade is an 80-foot wide greenway through the Southdale area, connecting retail, residential, and recreational amenities via pedestrian and bicycle paths. Just east of the proposed site access, the promenade crosses Hazeltine Boulevard. This crossing provides standard crosswalk pavement markings, advanced pedestrian crossing warning signs, overhead pedestrian and bicycle warning signs at the crossing, and a push- button activated overhead flasher to further notify approaching drivers of a pedestrian or bicycle crossing. Traffic Impact Study 11 3650 Hazelton Apartments iv. Using information from the Minnesota Local Road Research Board (LRRB) and MnDOT standard practices, the key characteristics of a crossing include the number of pedestrian crossings, the number of driving lanes, the average daily vehicle traffic, the speed limit of the road, and the sight distance. For this crossing, these characteristics are: Pedestrian Volume; not specifically counted, but assumed over 20 crossings in one hour to indicate high use. Number of Driving Lanes; Hazeltine Boulevard is a two-lane road in the area of this crossing. Average Daily Traffic; as counted for this study, Hazeltine Boulevard has approximately 7,600 vehicles per day, which is less than the high volume threshold of 9,000 vehicles per day. Speed Limit; the posted speed limit on Hazeltine Boulevard is 30- mph, which is low speed for the purposes of this analysis. The roundabout just west of the crossing also slows the eastbound traffic approaching the crossing. Sight Distance; Pedestrian and drivers are able to see each other from the roundabout to the west of the crossing (about 200 feet away, which provides traffic calming to slow vehicle speeds) and over 300 feet to the east of the crossing. Both distance are acceptable in terms of driver stopping sight distance and pedestrian sight distance. In addition to these characteristics, Hazeltine Boulevard has a center median at this crossing. Pedestrians and bicycles are therefore able to cross one direction of traffic at a time, increasing the safety of the crossing and the comfort level for pedestrians and bicyclists. The Edina Promenade crossing of Hazeltine Boulevard is classified as a low risk location based on this information. Furthermore, an analysis of crashes at the crossing location shows that there were no accidents involving pedestrians within the five years, which reaffirms Hazelton’s low risk classification. For low risk crossings, standard crosswalk treatment is a marked crosswalk with optional warning signs. As the current crossing provides more than suggested for this type of crossing and the crash history confirms its low-risk status, the crossing is currently safe by today’s standards and requires no additional treatments. Adjacent Transit: Bus stops are within walking distance on Hazelton Road, France Avenue, and York Avenue with direct or indirect travel to the Minneapolis and Saint Paul downtowns and other areas. Transit information is recommended to be provided to tenants to inform them of their options, potentially as part of a move-in packet. Real-time transit screens could be explored for the lobby. These screens display the latest, most accurate information, replace printed bulletin board flyers, and are a visible reminder of the transit option. Metro Transit is a willing partner for the developer to further explore this option. Traffic Impact Study 12 3650 Hazelton Apartments 5. Conclusions and Recommendations The traffic impacts of the proposed residential redevelopment were studied, and the principal findings are: The proposed apartment development is expected to generate up to approximately 1,000 new trips during an average weekday, 69 new trips during the weekday a.m. peak hour and 89 new trips during the weekday p.m. peak hour. This traffic is more than the current site generates and will increase traffic in the area. The proposed redevelopment is expected to generate significantly less traffic compared to the maximum intensity use of the site. A 100,000 square-foot medical would be expected to generate approximately 3,480 daily trips, 278 a.m. peak hour trips, and 346 p.m. peak hour trips. All roadways in the study network are forecast to operate within capacity for the number of lanes provided. All study intersections are forecast to operate acceptably in terms of average delay through the build scenarios. Several individual approaches to the signalized intersections have longer delays or vehicle queues than desired. The redevelopment does not significantly change the operations in terms of overall intersection delays or individual approach results. The specific operations of the Auto Arrival Court are unknown. Specific concerns are providing adequate space for drop-offs/pick-ups and visitor parking as well as the service and loading area maneuvers. The site has multiple bicycle, pedestrian, and transit amenities surrounding it, with limited information shown in the site plan about how to connect the redevelopment to these amenities. The Edina Promenade crossing of Hazeltine Boulevard is classified as a low-risk crossing, has no crashes in the past five years, and has more-than-acceptable treatments (single lane crossing with center median refuge, marking crosswalk, advanced and overhead warning signs, and push-button activated overhead flashers) for safe and efficient pedestrian and bicycle crossings. The following is recommended based on the analyses presented and the results of the study as summarized above: No roadway or traffic control mitigation is necessary to acceptably accommodate traffic expected from the residential redevelopment. However, the Hazelton Road intersections with France Avenue and with York Avenue should continue to be monitored (specifically the northbound and southbound left turn movements as well as the westbound approach at France Avenue and eastbound approach at York Avenue). Traffic Impact Study 13 3650 Hazelton Apartments The City should continue to work with Hennepin County on proper timing for the France Avenue and York Avenue corridors, balancing the needs of the mainline with adequate access for the side streets. Operations of the Auto Arrival Court should be further explored with the developer, identifying the specifics for various types of passenger and truck traffic in addition to avoiding or minimizing conflicts with pedestrians or bicyclists travelling to the front door. Specific pedestrian and bicycle connections to the surrounding amenities should be identified along with plans for bicycle parking or other facilities. Short-term (outside) and long-term (inside) bicycle parking may be needed and should be convenient to entrances and well-lit for visibility and safety. Consider striping and ADA treatments for the site access leg of the roundabout. Provide tenants with information regarding transit options as part of a move-in packet and explore the feasibility of a real-time transit screen to increase visibility of the transit option and provide the most up-to-date information. Traffic Impact Study 14 3650 Hazelton Apartments 6. Appendix A. Site Plan B. The Language of Traffic Engineering C. Traffic Counts D. Level of Service (LOS) E. Capacity Analysis Backup AM Existing PM Existing AM 2020 No Build PM 2020 No Build AM 2020 Build PM 2020 Build Figure 1 Location Maps Proposed Site Study Area North No Scale Proposed Site Appendix A: Figures A1 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting 11' - 0"20,205SFParking18' - 0"Trash/Recycling0'-5'UpDown+5'162' - 0"769 SFTH713 SFTH713 SFTH656 SFTH713 SFTH-5'4,323 SFLobby588 SFAlcove1,640 SFAreaServiceand Loading2' - 6"20' - 0"Auto ArrivalCourt28' - 0"PLAN NORTHScale:1" = 30'-0"Lund EdinaStreet Level PlanDecember 5, 20173650 Hazelton RoadAppendix A: FiguresA2 Traffic Impact Study3650 Hazelton Apartments RedevelopmentSpack ConsultingFigure 2Site Plans Research Brief — Volume No. 15 The Language of Traffic Engineering Traffic Engineering, and Traffic Engineers, often use technical terms or jargon that may be confusing or tough to understand even within the context of a sentence. Key terms and acronyms that can generally be found in all types of traffic studies are defined in this document. Types of Studies Access Management – The practice of government agencies limiting the amount of intersections (both public roadway crossings and private driveways) along a roadway corridor based on the function of the roadway to improve safety and mobility while streamlining access. Corridor Study – A transportation review and analysis of the existing and future traffic operations of a roadway segment. Varies in length from a couple blocks to a few miles and typically covers all modes of travel. Intersection Control Evaluation (ICE) Report – A document that examines and determines the most appropriate type of control (stop sign, signal, roundabout, or other) at one or more intersections. Safety Study – An examination of crash records to identify potential trends, issues, and problem intersections/ corridors. Usually includes potential mitigation options expected to decrease crash rates in the future. Speed Study – A review of existing travel speeds and the corridor characteristics to determine if speeding is an issue, the appropriate speed to post as the limit, and/or areas to provide reduced speed warnings. Traffic Impact Study (TIS) – A document that addresses the expected traffic impacts of a development and, if necessary, mitigation options that will reduce or eliminate negative impacts. Also referred to as a Traffic Impact Analysis. Transportation Plan – A document developed by a government agency to take inventory of their transportation network, identify concerns or issues and lay out the path for improvement of the system. Travel Demand Management Plan (TDMP) – A plan that documents the existing infrastructure around a site, including transit and non-motorized vehicle options, and develops measures to be implemented to encourage those alternative modes of travel. Warrant Evaluation – Review of traffic volumes and other characteristics at an intersection against thresholds to determine if a traffic signal or other traffic control option is needed/warranted. Key Organizations AASHTO – American Association of State Highway and Transportation Officials. A nonprofit, nonpartisan association representing transportation departments with a primary goal of fostering the development, operation, and maintenance of an integrated national transportation system. DOT – Department of Transportation. Government organizations within federal and state agencies dedicated to serving the transportation needs of the community and typically responsible for study, design, operation, and maintenance of all facets of transportation. FHWA – Federal Highway Administration. An agency within the US Department of Transportation that supports State and local governments in the design, construction, and maintenance of the highway system. ITE – Institute of Transportation Engineers. An international educational and scientific association of transportation professionals who are responsible for meeting mobility and safety needs. Traffic Engineering is a branch of civil engineering that focuses on the safe and efficient movement of people and vehicles. It is part science and part art, requiring not only technical skills for analysis but an understanding of motivations in choosing travel routes. Source: ETH Zurich Appendix B: The Language of Traffic Engineering Traffic Impact Study Chanhassen Panera Development SiteTraffic Impact Study 3650 Hazelton Apartments Redevelopment B1 Spack Consulting Resources MUTCD, 2009 Edition, published by FHWA Highway Capacity Manual, HCM2010 Highway Safety Manual, HSM About This Brief Spack Consulting prepared this brief as part of our company’s vision to significantly improve the practice of traffic engineering and transportation planning. Transportation professionals from around the world have assisted us in developing this document. We are providing this brief under the Creative Commons Attribution License. Feel free to use-modify-share this guide, but please give us some credit in your document. To request our whole series of Design Briefs and to be included on our distribution list for new materials, please email mspack@spackconsulting.com. And please reach out if you have any comments or questions related to this Design Brief. Research Brief — Volume No. 15 Important Manuals/Guides HCM – Highway Capacity Manual (released by the Transportation Research Board, or TRB). The guide for engineers and planners to assess traffic and environmental effects of highway projects. This manual presents the foundation of traffic analysis procedures in the US. MUTCD – Manual of Uniform Traffic Control Devices. A document that sets minimum standards and provides guidance to ensure uniformity of traffic control devices (such as messages, location, size, shapes, and colors) across the nation. All roads are subject to its jurisdiction. HSM – Highway Safety Manual (released by AASHTO). A guide that presents a variety of methods for quantitatively estimating crash frequency or severity. Results 85th Percentile Speed – Speed at which 85 percent of drivers are traveling at or below. Speed limits are typically set at the 85th percentile speed. 95th Percentile Queue – The distance, generally measured in feet or number of vehicles, which will be exceeded in a lane, typically at an intersection, only five percent of the time. Usually used to help determine intersection turn lane lengths. Control Delay – The total amount of time a motorist takes to get through a road segment or intersection minus the time it would take without stopping due to traffic controls (like stop signs or traffic signals). Control delay includes decelerating and accelerating back to full driving speed. Functional Classification – the grouping of streets and highways into categories according to their characteristics and emphasis on mobility or access. Generally, categories include arterials (emphasizing mobility and fast travel), local roads (emphasizing access to adjoining properties), and collector roads (emphasizing a balance between the two and usually connecting arterials to local roads). Intersection Delay – The average amount of time, usually expressed in seconds, experienced by any vehicle traveling through an intersection. Level of Service (LOS) – Qualitative measure of traffic operations related to the amount of average delay experienced. Expressed in letter grades with LOS A representing the best operations with little to no delay and LOS F representing the worst operations with excessive delays and congestion. Measures of Effectiveness – Performance measures that define how well traffic is moving along a corridor or thru an intersection. The common MOEs are travel time, corridor speed, delay, and queues. Mitigation – Measures intended to reduce the impact of a development or improve an identified traffic issue by either improving capacity (like adding lanes) or reducing demand (like encouraging carpooling). Queue – Length of line of cars waiting at an intersection or at a bottleneck in a corridor, typically measured for each individual lane of traffic in feet or number of vehicles. Volume to Capacity (v/c) ratio – the number of vehicles through an intersection or roadway segment in a specific amount of time divided by the expected capacity of the road. Less than 1.0 indicates available capacity and above 1.0 indicates more vehicles than can be accommodated. Typically, a v/c ratio above 0.85 suggests operational issues. Trip Generation – The amount of vehicle traffic generated by a land use. One trip is equal to one vehicle traveling from an origin to a destination (traveling to and from work equals two trips). Warrants – Criteria based on volumes and other Measures of Effectiveness for determining when all way stop signs, roundabouts, traffic signals, or other type of control should be installed. Appendix B: The Language of Traffic Engineering Traffic Impact Study Chanhassen Panera Development SiteTraffic Impact Study 3650 Hazelton Apartments Redevelopment B2 Spack Consulting Time U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles 12:00 AM 0 0 14 0 0 0 3 0 4 0 0 0 16 2 0 0 0 0 0 0 39 12:15 AM 0 0 9 0 0 0 2 0 1 0 0 0 8 2 0 0 0 0 0 0 22 12:30 AM 0 0 14 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 20 12:45 AM 0 0 6 1 0 0 1 0 0 0 0 0 6 0 0 0 0 0 1 0 15 Hourly Total 0 0 43 1 0 0 6 0 5 0 0 0 36 4 0 0 0 0 1 0 96 1:00 AM 0 0 10 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 16 1:15 AM 0 0 4 0 0 1 0 0 0 0 0 0 6 0 0 0 0 0 0 0 11 1:30 AM 0 0 8 0 0 0 0 0 0 0 0 2 1 0 0 0 1 0 1 0 13 1:45 AM 0 0 1 0 0 0 1 0 0 0 0 0 4 0 0 0 0 0 0 0 6 Hourly Total 0 0 23 0 0 1 1 0 0 0 0 2 17 0 0 0 1 0 1 0 46 2:00 AM 0 1 1 0 0 0 0 0 1 0 0 0 4 0 0 0 0 0 0 0 7 2:15 AM 0 0 3 0 0 0 1 0 0 0 0 0 5 1 0 0 0 0 0 0 10 2:30 AM 0 0 5 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 6 2:45 AM 0 1 2 1 0 0 0 0 1 0 0 0 2 1 0 0 0 0 0 0 8 Hourly Total 0 2 11 1 0 0 1 0 2 0 0 0 12 2 0 0 0 0 0 0 31 3:00 AM 0 0 3 0 0 0 2 0 0 0 0 0 2 2 0 0 0 0 0 0 9 3:15 AM 0 0 4 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 10 3:30 AM 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 4 3:45 AM 0 2 3 0 0 0 0 0 2 0 0 0 4 2 0 0 0 0 0 1 14 Hourly Total 0 3 11 0 0 0 2 0 2 0 0 1 13 4 0 0 0 0 0 1 37 4:00 AM 0 2 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 8 4:15 AM 0 0 4 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 9 4:30 AM 0 1 10 0 1 0 0 0 1 0 0 0 8 1 0 0 1 0 0 0 23 4:45 AM 0 8 5 0 0 0 2 0 1 0 0 0 18 5 0 0 0 1 0 0 40 Hourly Total 0 11 23 0 1 0 2 0 2 0 0 0 33 6 0 0 1 1 0 0 80 5:00 AM 0 3 11 0 0 0 0 0 1 0 0 1 9 1 0 0 0 1 1 1 29 5:15 AM 0 6 14 1 0 0 0 0 0 0 0 0 18 3 0 0 1 1 0 1 45 5:30 AM 0 13 11 1 0 1 4 0 3 0 0 1 26 14 0 0 1 2 1 0 78 5:45 AM 0 13 32 5 0 0 1 1 1 0 0 1 33 7 0 0 0 1 1 0 96 Hourly Total 0 35 68 7 0 1 5 1 5 0 0 3 86 25 0 0 2 5 3 2 248 6:00 AM 0 14 35 3 0 0 6 0 5 0 0 2 12 7 0 0 4 2 1 0 91 6:15 AM 0 10 56 1 0 0 7 1 7 0 1 1 15 7 1 0 1 3 1 0 112 6:30 AM 0 15 65 0 1 0 13 0 12 0 0 1 75 10 1 0 2 3 0 0 198 6:45 AM 0 24 101 0 0 0 12 1 7 0 0 0 104 11 0 0 1 2 3 1 267 Hourly Total 0 63 257 4 1 0 38 2 31 0 1 4 206 35 2 0 8 10 5 1 668 7:00 AM 0 22 100 4 0 0 9 0 15 0 0 1 104 15 0 0 1 2 0 0 273 7:15 AM 0 22 143 1 0 0 11 2 7 0 0 2 122 17 0 0 2 0 0 0 329 7:30 AM 0 33 180 0 0 1 11 1 6 0 2 2 117 9 0 0 0 4 3 1 370 7:45 AM 0 28 231 2 1 0 16 2 19 0 1 1 167 12 0 0 6 2 3 0 491 Hourly Total 0 105 654 7 1 1 47 5 47 0 3 6 510 53 0 0 9 8 6 1 1463 Hazelton Rd & France Ave Edina, Minnesota Tuesday, January 9, 2018 TOTAL Southbound Westbound Northbound Eastbound France Ave Hazelton Rd France Ave Hazelton Rd Appendix C: Traffic Counts C1 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Time U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles 8:00 AM 1 23 226 1 1 0 19 4 10 0 1 1 158 24 0 0 1 3 3 1 477 8:15 AM 0 31 213 3 1 2 18 2 14 0 2 2 153 22 2 0 3 1 0 1 470 8:30 AM 0 30 221 2 0 2 23 1 19 0 4 1 155 17 0 0 0 4 0 0 479 8:45 AM 1 45 227 4 0 1 21 2 18 0 0 0 182 33 1 0 3 1 1 0 540 Hourly Total 2 129 887 10 2 5 81 9 61 0 7 4 648 96 3 0 7 9 4 2 1966 9:00 AM 0 46 183 2 0 1 18 2 19 0 2 2 178 33 0 0 4 1 1 0 492 9:15 AM 1 48 212 3 0 0 25 3 14 0 2 2 169 34 2 0 2 7 1 2 527 9:30 AM 0 40 183 1 0 0 16 3 20 0 2 1 183 30 0 0 2 1 2 0 484 9:45 AM 1 38 190 3 0 0 22 2 17 1 1 5 193 45 1 0 1 2 0 1 523 Hourly Total 2 172 768 9 0 1 81 10 70 1 7 10 723 142 3 0 9 11 4 3 2026 10:00 AM 0 34 161 6 2 0 25 2 21 2 2 3 190 27 0 0 3 2 2 0 482 10:15 AM 1 37 208 2 0 0 25 4 27 1 1 0 199 34 0 0 5 8 1 0 553 10:30 AM 1 41 180 8 0 0 32 4 34 0 2 4 218 35 1 0 2 8 1 0 571 10:45 AM 3 39 239 2 0 0 35 1 34 0 1 0 259 44 1 0 1 1 0 0 660 Hourly Total 5 151 788 18 2 0 117 11 116 3 6 7 866 140 2 0 11 19 4 0 2266 11:00 AM 1 47 199 7 0 0 41 4 38 1 2 4 222 49 0 0 4 4 3 0 626 11:15 AM 3 52 245 3 0 1 37 4 39 1 4 4 309 50 1 0 6 2 6 0 767 11:30 AM 2 46 213 3 0 1 46 4 45 1 4 4 277 45 2 0 5 3 5 0 706 11:45 AM 1 76 246 1 0 1 53 5 30 0 2 1 303 42 0 0 6 2 4 0 773 Hourly Total 7 221 903 14 0 3 177 17 152 3 12 13 1111 186 3 0 21 11 18 0 2872 12:00 PM 1 78 234 2 0 0 43 4 44 0 3 3 295 64 0 0 4 3 4 0 782 12:15 PM 1 57 227 2 0 1 44 4 52 0 4 2 277 53 2 0 1 3 3 0 733 12:30 PM 4 71 274 5 0 0 55 2 52 2 5 5 293 58 0 0 2 3 3 0 834 12:45 PM 0 58 271 6 0 2 44 5 58 0 4 4 284 46 1 0 4 4 4 1 796 Hourly Total 6 264 1006 15 0 3 186 15 206 2 16 14 1149 221 3 0 11 13 14 1 3145 1:00 PM 0 50 257 5 0 0 57 5 36 0 5 1 235 39 0 0 3 3 2 0 698 1:15 PM 3 49 306 2 0 0 41 5 46 0 3 3 266 54 0 0 0 1 1 0 780 1:30 PM 1 45 283 3 0 2 35 6 43 1 5 0 259 44 1 0 0 4 3 1 736 1:45 PM 0 55 231 4 1 1 43 0 49 2 3 4 291 47 3 0 2 4 5 1 746 Hourly Total 4 199 1077 14 1 3 176 16 174 3 16 8 1051 184 4 0 5 12 11 2 2960 2:00 PM 1 51 239 3 2 1 43 5 42 0 2 2 288 52 0 0 7 8 4 2 752 2:15 PM 0 45 237 0 0 0 34 3 56 1 3 6 278 41 1 0 5 6 2 1 719 2:30 PM 0 44 204 1 0 0 47 1 50 0 3 12 238 32 0 0 4 4 1 0 641 2:45 PM 0 55 260 2 0 1 46 6 52 1 2 2 269 39 0 0 1 3 1 0 740 Hourly Total 1 195 940 6 2 2 170 15 200 2 10 22 1073 164 1 0 17 21 8 3 2852 3:00 PM 1 38 259 1 0 1 29 9 45 1 1 3 285 32 0 0 5 5 2 0 717 3:15 PM 0 42 224 3 1 3 33 4 47 1 1 1 272 33 1 0 2 4 2 1 675 3:30 PM 1 38 276 4 1 0 25 4 25 1 4 3 312 30 2 0 2 7 6 0 741 3:45 PM 4 35 233 3 0 0 34 3 43 0 3 0 267 42 0 0 4 6 3 0 680 Hourly Total 6 153 992 11 2 4 121 20 160 3 9 7 1136 137 3 0 13 22 13 1 2813 France Ave Hazelton Rd Hazelton Rd & France Ave Edina, Minnesota Tuesday, January 9, 2018 Southbound Westbound Northbound Eastbound TOTALFrance Ave Hazelton Rd Appendix C: Traffic Counts C2 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Time U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles 4:00 PM 0 44 291 2 0 0 23 5 41 1 2 0 314 40 2 0 5 4 0 0 774 4:15 PM 1 35 237 1 0 0 33 6 32 0 0 2 310 53 2 0 4 3 1 0 720 4:30 PM 1 51 237 3 0 0 32 5 42 0 2 2 328 38 1 0 7 8 3 1 761 4:45 PM 0 37 236 1 0 0 36 8 44 0 0 0 322 51 1 0 3 7 1 1 748 Hourly Total 2 167 1001 7 0 0 124 24 159 1 4 4 1274 182 6 0 19 22 5 2 3003 5:00 PM 1 40 222 5 0 0 41 5 41 1 1 2 336 47 1 0 3 9 1 0 756 5:15 PM 1 36 261 4 1 0 40 5 39 0 5 4 328 40 1 0 3 7 2 0 777 5:30 PM 1 43 224 5 0 1 30 4 38 0 2 3 283 41 2 0 3 4 1 0 685 5:45 PM 1 39 192 0 0 2 38 7 46 0 2 4 264 41 0 0 2 4 2 0 644 Hourly Total 4 158 899 14 1 3 149 21 164 1 10 13 1211 169 4 0 11 24 6 0 2862 6:00 PM 1 36 227 0 0 0 26 2 28 0 0 2 297 36 0 0 3 5 1 0 664 6:15 PM 1 40 197 2 0 0 30 3 32 0 2 3 251 40 0 0 4 7 2 0 614 6:30 PM 3 26 148 2 0 0 32 2 31 0 1 1 204 35 1 0 3 2 0 0 491 6:45 PM 0 24 159 1 0 2 28 4 22 1 1 0 204 46 0 0 4 2 1 0 499 Hourly Total 5 126 731 5 0 2 116 11 113 1 4 6 956 157 1 0 14 16 4 0 2268 7:00 PM 0 34 143 4 0 1 32 7 28 0 2 1 194 30 0 0 5 6 0 0 487 7:15 PM 1 31 148 0 0 0 30 2 25 0 4 0 173 26 0 0 1 2 0 0 443 7:30 PM 0 17 147 2 0 0 27 2 14 0 0 3 168 22 0 0 1 0 1 0 404 7:45 PM 0 15 132 0 0 0 18 2 25 0 3 0 125 25 0 0 1 1 1 0 348 Hourly Total 1 97 570 6 0 1 107 13 92 0 9 4 660 103 0 0 8 9 2 0 1682 8:00 PM 0 13 140 0 0 0 26 0 25 0 1 0 117 19 0 0 3 1 0 0 345 8:15 PM 0 17 128 2 0 0 20 4 20 0 1 2 116 22 0 0 0 1 1 0 334 8:30 PM 0 16 102 1 0 1 14 0 22 0 1 0 99 21 1 0 2 0 0 0 280 8:45 PM 1 6 103 0 0 0 19 1 13 0 1 0 71 15 1 0 2 1 0 0 234 Hourly Total 1 52 473 3 0 1 79 5 80 0 4 2 403 77 2 0 7 3 1 0 1193 9:00 PM 0 13 92 0 0 0 22 4 18 0 0 1 84 12 1 0 0 0 0 0 247 9:15 PM 0 7 113 1 1 0 17 2 9 0 0 0 63 12 1 0 0 2 0 0 228 9:30 PM 0 6 65 1 0 0 15 0 4 0 0 0 51 10 0 0 2 2 0 0 156 9:45 PM 1 7 59 0 0 0 13 0 3 0 0 2 55 11 2 0 2 0 1 0 156 Hourly Total 1 33 329 2 1 0 67 6 34 0 0 3 253 45 4 0 4 4 1 0 787 10:00 PM 0 7 43 2 0 0 9 1 6 0 0 0 42 8 0 0 4 1 0 0 123 10:15 PM 0 1 42 1 0 0 7 0 5 0 0 0 44 4 0 0 0 0 1 0 105 10:30 PM 0 0 37 1 0 0 7 3 4 0 0 1 32 9 0 0 2 2 2 0 100 10:45 PM 0 6 19 0 0 0 5 0 3 0 0 0 26 4 0 0 1 1 1 0 66 Hourly Total 0 14 141 4 0 0 28 4 18 0 0 1 144 25 0 0 7 4 4 0 394 11:00 PM 0 2 12 0 0 0 5 0 5 0 0 0 12 3 0 0 0 0 0 0 39 11:15 PM 0 1 23 1 0 0 2 0 2 0 1 0 17 2 0 0 0 0 0 0 49 11:30 PM 0 0 19 0 0 0 3 0 0 0 0 0 9 1 0 0 0 0 1 0 33 11:45 PM 0 1 16 1 0 0 2 0 2 0 0 0 3 1 0 0 0 0 0 0 26 Hourly Total 0 4 70 2 0 0 12 0 9 0 1 0 41 7 0 0 0 0 1 0 147 DAILY TOTAL 47 2354 12665 160 14 31 1893 205 1902 20 119 134 13612 2164 41 0 185 224 116 19 35905 Cars 47 2325 12498 158 14 31 1822 203 1882 18 119 130 13441 2082 41 0 185 220 112 17 35345 Heavy Vehicles 0 29 167 2 0 0 71 2 20 2 0 4 171 82 0 0 0 4 4 2 560 Heavy Vehicle %0.00%1.23%1.32%1.25%0.00%0.00%3.75%0.98%1.05%10.00%0.00%2.99%1.26%3.79%0.00%0.00%0.00%1.79%3.45%10.53%1.56% TOTALFrance Ave Hazelton Rd France Ave Hazelton Rd Southbound Westbound Northbound Eastbound Hazelton Rd & France Ave Edina, Minnesota Tuesday, January 9, 2018 Appendix C: Traffic Counts C3 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Time U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles 12:00 AM 0 0 11 0 0 0 2 0 2 0 1 0 11 2 0 0 0 0 0 0 29 12:15 AM 0 2 16 0 0 0 1 0 2 0 0 0 9 2 0 0 0 0 0 0 32 12:30 AM 0 1 11 0 0 0 1 0 0 0 0 0 5 0 0 0 0 0 0 0 18 12:45 AM 0 1 10 0 0 0 2 0 0 0 0 0 10 1 0 0 0 0 0 0 24 Hourly Total 0 4 48 0 0 0 6 0 4 0 1 0 35 5 0 0 0 0 0 0 103 1:00 AM 0 0 8 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 14 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 1 0 0 0 0 0 0 5 1:30 AM 0 1 3 0 0 0 1 0 0 0 0 0 3 0 0 0 0 0 0 0 8 1:45 AM 0 0 5 1 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 9 Hourly Total 0 1 16 1 0 0 1 0 1 0 0 0 15 1 0 0 0 0 0 0 36 2:00 AM 0 0 4 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 5 2:15 AM 0 0 3 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 6 2:30 AM 0 0 3 0 0 0 1 0 0 0 0 1 4 0 0 0 0 0 0 0 9 2:45 AM 0 0 3 0 0 0 0 0 0 0 0 0 5 2 0 0 0 0 0 0 10 Hourly Total 0 0 13 0 0 0 1 0 1 0 0 1 11 3 0 0 0 0 0 0 30 3:00 AM 0 0 3 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 5 3:15 AM 0 0 2 0 0 0 3 0 1 0 0 0 2 0 0 0 0 0 0 0 8 3:30 AM 0 0 5 0 0 0 1 0 0 0 0 0 3 1 0 0 0 0 0 0 10 3:45 AM 0 1 1 0 0 0 1 0 0 0 1 0 6 0 0 0 0 0 0 0 10 Hourly Total 0 1 11 0 0 0 5 1 1 0 1 0 12 1 0 0 0 0 0 0 33 4:00 AM 0 2 3 0 0 0 0 0 2 0 0 0 4 1 0 0 0 0 0 0 12 4:15 AM 0 1 5 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 9 4:30 AM 0 0 9 0 0 0 1 0 0 0 0 0 8 1 1 0 0 0 0 0 20 4:45 AM 0 5 6 0 0 0 3 0 0 0 0 0 15 4 0 0 0 0 0 1 34 Hourly Total 0 8 23 0 0 0 4 0 2 0 1 0 29 6 1 0 0 0 0 1 75 5:00 AM 0 1 17 0 0 0 0 0 1 0 0 0 11 0 0 0 1 4 1 0 36 5:15 AM 0 2 15 0 0 0 0 0 0 0 0 0 20 1 0 0 0 0 0 0 38 5:30 AM 0 9 16 2 0 0 4 0 1 0 0 1 29 8 2 0 0 1 0 0 73 5:45 AM 0 7 34 3 0 0 2 1 1 0 1 2 29 14 0 0 1 0 0 0 95 Hourly Total 0 19 82 5 0 0 6 1 3 0 1 3 89 23 2 0 2 5 1 0 242 6:00 AM 1 9 39 2 0 0 4 0 2 0 1 2 39 5 0 0 5 1 0 0 110 6:15 AM 1 10 57 2 0 0 9 0 7 0 0 2 48 14 0 0 2 1 0 0 153 6:30 AM 0 13 74 3 0 0 14 0 11 0 0 0 81 11 0 0 1 3 0 0 211 6:45 AM 1 27 81 0 0 0 9 2 12 0 1 1 93 11 0 0 0 2 1 0 241 Hourly Total 3 59 251 7 0 0 36 2 32 0 2 5 261 41 0 0 8 7 1 0 715 7:00 AM 1 18 90 3 0 0 6 3 7 0 0 1 93 10 1 0 2 2 0 0 237 7:15 AM 0 13 134 1 0 0 12 0 9 0 1 0 124 10 0 0 3 3 1 0 311 7:30 AM 0 30 179 1 1 1 18 1 7 0 0 0 111 16 0 0 2 1 1 1 370 7:45 AM 0 27 240 4 0 0 17 1 20 0 2 3 145 11 0 0 2 4 1 0 477 Hourly Total 1 88 643 9 1 1 53 5 43 0 3 4 473 47 1 0 9 10 3 1 1395 Hazelton Rd & France Ave Edina, Minnesota Wednesday, January 10, 2018 TOTAL Southbound Westbound Northbound Eastbound France Ave Hazelton Rd France Ave Hazelton Rd Appendix C: Traffic Counts C4 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Time U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles 8:00 AM 0 28 225 0 0 0 19 1 13 0 0 1 133 17 0 0 1 4 1 0 443 8:15 AM 0 42 222 3 0 0 15 3 15 0 3 0 157 14 1 0 4 3 0 0 482 8:30 AM 1 43 219 3 0 0 17 1 18 0 0 0 149 16 0 0 2 1 0 0 470 8:45 AM 2 26 237 5 0 0 20 5 14 0 0 3 157 31 2 0 1 3 0 0 506 Hourly Total 3 139 903 11 0 0 71 10 60 0 3 4 596 78 3 0 8 11 1 0 1901 9:00 AM 0 35 177 4 0 0 20 3 20 0 3 3 181 24 0 0 1 5 3 2 481 9:15 AM 1 40 191 3 0 1 20 2 18 0 0 2 188 31 0 0 3 4 0 1 505 9:30 AM 1 50 175 3 1 0 21 1 25 0 2 0 174 22 2 0 4 3 0 1 485 9:45 AM 0 36 224 4 0 2 22 10 28 0 1 1 198 31 0 0 3 3 2 3 568 Hourly Total 2 161 767 14 1 3 83 16 91 0 6 6 741 108 2 0 11 15 5 7 2039 10:00 AM 1 45 175 6 2 0 13 3 28 0 2 2 201 31 0 0 7 6 0 0 522 10:15 AM 1 38 184 7 0 0 30 4 28 0 0 0 206 33 0 0 2 1 3 0 537 10:30 AM 1 37 187 4 3 0 28 3 29 0 4 2 201 26 0 0 3 7 2 0 537 10:45 AM 0 44 247 3 0 2 41 4 32 0 0 4 231 33 0 0 2 2 1 0 646 Hourly Total 3 164 793 20 5 2 112 14 117 0 6 8 839 123 0 0 14 16 6 0 2242 11:00 AM 1 53 204 2 0 2 24 5 39 0 2 2 267 47 1 0 4 4 2 0 659 11:15 AM 3 39 212 3 0 0 28 2 45 0 1 3 297 45 2 0 3 2 3 0 688 11:30 AM 1 64 259 1 0 2 34 3 44 0 2 1 285 42 0 0 3 5 0 0 746 11:45 AM 1 56 246 5 0 2 47 3 46 0 0 3 285 41 0 0 2 3 5 0 745 Hourly Total 6 212 921 11 0 6 133 13 174 0 5 9 1134 175 3 0 12 14 10 0 2838 12:00 PM 0 54 261 3 0 1 32 5 45 1 3 3 302 67 0 0 7 10 7 0 801 12:15 PM 0 54 261 3 0 1 40 2 40 0 3 2 293 61 0 0 4 3 1 0 768 12:30 PM 0 53 228 6 0 0 46 4 49 0 5 4 281 51 0 0 3 3 2 0 735 12:45 PM 0 61 263 7 0 0 34 4 55 1 3 7 266 53 0 0 5 5 2 0 766 Hourly Total 0 222 1013 19 0 2 152 15 189 2 14 16 1142 232 0 0 19 21 12 0 3070 1:00 PM 2 60 231 8 0 1 59 6 44 1 4 3 299 49 0 0 4 5 4 0 780 1:15 PM 1 57 268 4 0 0 56 7 41 0 4 8 267 47 0 0 6 4 3 0 773 1:30 PM 2 59 250 7 0 0 58 3 52 0 4 4 303 41 0 0 2 1 5 0 791 1:45 PM 2 43 257 9 0 3 37 6 43 0 3 4 237 39 0 0 4 9 5 0 701 Hourly Total 7 219 1006 28 0 4 210 22 180 1 15 19 1106 176 0 0 16 19 17 0 3045 2:00 PM 1 34 281 3 0 0 40 1 41 1 2 3 269 46 0 0 8 3 4 1 738 2:15 PM 1 53 244 3 0 3 35 4 37 0 4 5 243 49 0 0 2 4 3 1 691 2:30 PM 0 57 214 3 0 2 36 4 48 0 0 2 243 46 0 0 7 4 7 0 673 2:45 PM 0 51 252 4 0 0 36 8 34 0 0 4 259 39 0 0 6 3 3 0 699 Hourly Total 2 195 991 13 0 5 147 17 160 1 6 14 1014 180 0 0 23 14 17 2 2801 3:00 PM 3 42 243 3 1 3 29 3 53 1 1 2 250 42 0 0 5 1 11 0 693 3:15 PM 1 43 287 2 0 0 33 4 44 1 3 4 278 35 0 0 1 6 3 0 745 3:30 PM 3 37 261 1 0 2 42 3 43 0 3 5 279 36 2 0 4 4 0 1 726 3:45 PM 2 41 243 4 0 1 36 5 45 1 3 2 303 45 1 0 4 8 3 0 747 Hourly Total 9 163 1034 10 1 6 140 15 185 3 10 13 1110 158 3 0 14 19 17 1 2911 France Ave Hazelton Rd Hazelton Rd & France Ave Edina, Minnesota Wednesday, January 10, 2018 Southbound Westbound Northbound Eastbound TOTALFrance Ave Hazelton Rd Appendix C: Traffic Counts C5 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Time U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles 4:00 PM 2 47 267 2 0 0 38 5 32 0 1 3 329 43 1 0 6 7 0 0 783 4:15 PM 2 50 243 0 0 2 26 7 53 0 2 0 348 43 1 0 3 10 0 0 790 4:30 PM 3 49 246 5 0 0 39 7 32 0 1 4 306 39 0 0 2 7 3 0 743 4:45 PM 2 43 228 2 0 2 36 4 49 0 0 2 369 50 0 0 4 6 1 0 798 Hourly Total 9 189 984 9 0 4 139 23 166 0 4 9 1352 175 2 0 15 30 4 0 3114 5:00 PM 2 43 209 2 0 1 37 8 52 0 3 4 316 48 0 0 6 11 1 0 743 5:15 PM 1 45 243 2 0 0 34 5 33 0 1 5 352 45 1 0 1 3 3 3 777 5:30 PM 1 47 232 1 0 0 40 6 38 0 0 3 348 40 0 0 11 7 4 0 778 5:45 PM 2 47 191 5 0 0 32 5 37 0 1 0 279 37 1 0 7 3 1 0 648 Hourly Total 6 182 875 10 0 1 143 24 160 0 5 12 1295 170 2 0 25 24 9 3 2946 6:00 PM 0 41 186 0 0 2 34 4 51 0 0 1 251 36 0 0 3 8 0 0 617 6:15 PM 1 36 213 2 0 2 38 3 30 1 2 4 237 30 0 0 9 3 7 0 618 6:30 PM 2 40 176 0 1 0 31 4 33 0 3 4 198 35 0 0 2 2 1 0 532 6:45 PM 0 32 130 2 0 1 39 2 37 0 0 1 174 30 0 0 4 8 0 0 460 Hourly Total 3 149 705 4 1 5 142 13 151 1 5 10 860 131 0 0 18 21 8 0 2227 7:00 PM 1 39 161 2 0 0 19 4 23 0 2 1 170 29 0 0 3 2 0 4 460 7:15 PM 1 19 154 1 0 0 18 3 31 0 3 1 153 32 0 0 2 4 1 0 423 7:30 PM 0 20 134 1 0 0 19 3 26 0 1 1 129 34 0 0 2 2 2 1 375 7:45 PM 2 21 134 1 0 0 24 3 16 0 1 3 146 18 0 0 3 2 1 0 375 Hourly Total 4 99 583 5 0 0 80 13 96 0 7 6 598 113 0 0 10 10 4 5 1633 8:00 PM 1 17 137 0 1 1 37 1 20 0 2 1 142 22 0 0 2 1 3 1 389 8:15 PM 0 8 120 1 0 0 18 1 26 0 0 0 104 39 0 0 0 2 2 0 321 8:30 PM 1 11 118 0 0 0 19 5 20 0 0 1 107 17 0 0 0 3 0 0 302 8:45 PM 0 12 112 0 0 0 12 1 17 0 0 0 95 18 0 0 2 0 0 0 269 Hourly Total 2 48 487 1 1 1 86 8 83 0 2 2 448 96 0 0 4 6 5 1 1281 9:00 PM 0 12 102 0 0 0 17 3 18 0 0 0 76 6 0 0 2 0 0 0 236 9:15 PM 0 7 95 2 0 0 14 6 7 0 0 0 53 13 0 0 2 1 0 1 201 9:30 PM 0 9 55 0 0 0 11 2 10 0 0 0 61 9 0 0 4 0 2 0 163 9:45 PM 0 7 54 0 1 0 5 0 5 0 0 0 52 7 0 0 2 0 0 0 133 Hourly Total 0 35 306 2 1 0 47 11 40 0 0 0 242 35 0 0 10 1 2 1 733 10:00 PM 0 3 46 1 0 0 5 2 8 0 0 0 42 3 0 0 3 1 2 0 116 10:15 PM 0 5 39 1 0 0 7 0 2 0 1 1 40 3 0 0 1 0 1 0 101 10:30 PM 0 1 43 2 0 0 3 1 2 0 0 1 32 6 0 0 1 0 0 0 92 10:45 PM 0 0 28 2 0 0 3 0 4 0 0 1 26 1 0 0 0 0 1 0 66 Hourly Total 0 9 156 6 0 0 18 3 16 0 1 3 140 13 0 0 5 1 4 0 375 11:00 PM 0 3 26 0 0 0 8 0 2 0 0 0 23 2 0 0 0 0 0 0 64 11:15 PM 0 2 13 0 0 0 1 1 1 0 0 0 10 2 0 0 0 0 0 0 30 11:30 PM 0 1 28 0 0 0 1 0 0 0 0 0 14 2 0 0 0 0 1 0 47 11:45 PM 0 3 13 0 0 0 4 0 1 0 0 0 13 1 0 0 0 0 0 0 35 Hourly Total 0 9 80 0 0 0 14 1 4 0 0 0 60 7 0 0 0 0 1 0 176 DAILY TOTAL 60 2375 12691 185 11 40 1829 227 1959 8 98 144 13602 2097 19 0 223 244 127 22 35961 Cars 59 2347 12544 182 11 40 1757 225 1936 7 97 140 13431 2022 17 0 219 243 125 21 35423 Heavy Vehicles 1 28 147 3 0 0 72 2 23 1 1 4 171 75 2 0 4 1 2 1 538 Heavy Vehicle %1.67%1.18%1.16%1.62%0.00%0.00%3.94%0.88%1.17%12.50%1.02%2.78%1.26%3.58%10.53%0.00%1.79%0.41%1.57%4.55%1.50% TOTALFrance Ave Hazelton Rd France Ave Hazelton Rd Southbound Westbound Northbound Eastbound Hazelton Rd & France Ave Edina, Minnesota Wednesday, January 10, 2018 Appendix C: Traffic Counts C6 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Time U Turns Left Turns to Westboun d Left Turns to Southbou nd 2 Straight Through to Northbou nd Right Turns to Eastboun d Peds U Turns Left Turns to Westboun d Straight Through to Northbou nd Right Turns to Eastboun d Right Turns to Southbou nd 1 Peds U Turns Left Turns Straight Through Right Turns to Southbou nd 1 Right Turns to Southbou nd 2 Peds U Turns Left Turns Straight Through to Southbou nd 1 Straight Through to Southbou nd 2 Right Turns Peds U Turns Left Turns to Southbou nd 1 Left Turns to Southbou nd 2 Straight Through Right Turns Peds 00:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 00:15 0 0 0 0 0 0 0 1 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 1 0 0 0 2 0 0 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 003:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 3 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 004:30 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 4 0 005:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 05:30 0 1 0 0 0 0 0 0 0 1 0 0 0 0 3 0 0 0 0 1 0 0 0 0 0 0 1 11 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 2 0 0 1 0 0 0 0 0 0 1 14 1 006:00 0 1 0 0 0 0 0 0 0 0 0 0 0 2 4 0 1 0 0 2 0 0 0 0 1 0 0 10 1 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4 0 0 0 0 4 0 0 0 0 2 0 0 12 0 0 06:30 0 4 1 2 0 0 0 0 0 0 0 0 0 1 7 0 1 0 0 1 0 0 0 0 1 0 0 12 0 006:45 0 2 0 0 0 0 0 0 1 0 0 0 0 4 14 1 0 0 0 1 0 0 3 0 5 0 0 18 0 0 07:00 0 0 0 0 0 1 0 0 0 0 0 1 0 4 9 0 0 0 0 3 0 0 4 0 3 0 0 14 2 0 07:15 0 0 0 1 1 0 0 0 0 0 0 0 0 4 13 0 0 0 0 3 0 0 3 0 0 0 0 20 3 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 5 12 2 0 0 0 1 0 0 3 1 0 0 0 23 2 0 07:45 0 5 0 1 0 1 0 0 0 0 0 1 0 7 18 3 0 0 0 4 0 0 5 0 0 0 0 22 1 0 08:00 0 3 0 0 0 1 0 0 0 0 0 1 0 1 20 3 0 0 0 6 0 0 2 0 3 0 0 34 3 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 7 24 1 0 0 0 3 0 0 1 1 1 0 0 34 2 0 08:30 0 1 0 0 0 0 0 0 0 0 0 0 0 5 21 2 0 0 0 1 0 0 1 0 9 0 0 29 4 0 08:45 0 3 0 0 0 0 0 0 0 0 0 0 0 11 26 1 0 0 0 2 0 0 8 0 2 0 2 42 4 0 09:00 0 2 0 1 0 1 0 0 0 1 0 0 0 10 25 1 0 0 0 7 0 0 5 0 5 1 0 52 4 0 09:15 0 3 0 0 0 2 0 0 0 0 0 2 0 7 30 3 0 0 0 7 0 0 9 3 4 0 0 67 3 0 09:30 0 3 0 0 0 0 0 0 0 0 0 0 0 11 27 3 1 0 0 3 0 0 3 0 4 0 0 44 2 0 09:45 0 2 0 0 0 2 0 0 0 0 0 1 0 10 33 0 0 0 0 2 1 0 1 0 6 1 1 57 3 010:00 0 5 1 3 2 0 0 1 0 0 0 0 1 10 38 1 1 0 0 5 0 0 4 2 4 0 0 42 3 0 10:15 0 5 0 0 1 0 0 0 0 1 0 0 0 7 37 0 4 0 0 7 0 0 5 0 4 0 0 44 5 0 10:30 0 4 0 2 3 0 0 0 0 2 0 0 1 11 35 1 1 0 0 4 0 0 4 2 9 1 2 46 2 010:45 0 10 0 1 2 0 0 1 0 2 0 0 0 13 42 2 3 0 0 4 0 0 5 0 5 1 2 53 3 0 11:00 0 5 0 1 2 0 0 0 1 3 0 0 0 7 66 1 3 0 0 2 0 0 7 1 10 0 1 81 4 0 11:15 0 4 0 2 3 1 0 1 0 0 0 1 0 19 49 0 1 0 0 6 0 0 5 1 14 1 4 70 8 011:30 0 2 0 2 1 1 0 1 0 3 0 1 0 14 79 0 4 0 0 7 1 0 8 1 14 0 4 62 3 0 11:45 0 4 0 3 6 3 0 1 0 3 0 2 0 22 68 1 3 0 0 5 0 0 6 2 9 1 3 81 5 0 12:00 0 3 1 4 6 1 0 2 0 3 0 2 0 15 53 0 5 0 0 8 0 0 11 0 13 0 4 88 3 012:15 0 2 0 0 2 0 0 3 0 3 0 3 0 14 72 0 3 0 0 2 0 0 4 0 11 2 6 70 0 0 12:30 0 4 0 1 2 2 0 1 0 2 0 2 0 16 71 1 3 0 0 5 0 0 6 0 13 0 3 89 4 0 12:45 0 8 0 3 2 0 0 2 0 12 0 4 1 18 62 2 3 0 0 10 0 0 3 3 12 2 4 90 4 013:00 0 3 0 0 3 0 0 1 0 5 0 2 2 8 69 0 1 0 0 5 0 0 6 0 7 0 5 70 2 0 13:15 0 2 0 1 4 0 0 1 0 3 0 5 0 13 57 0 4 0 0 8 0 1 6 0 14 0 3 80 7 0 13:30 0 6 0 1 2 1 0 1 0 3 0 5 0 15 55 1 3 0 0 6 1 0 7 1 6 1 1 63 5 0 13:45 0 4 1 2 6 1 0 1 0 3 0 3 0 15 62 1 1 0 0 4 1 0 2 1 11 1 5 72 7 0 14:00 0 6 0 3 4 2 0 1 0 7 0 5 0 12 55 1 0 0 0 5 0 0 10 1 9 0 3 81 5 0 14:15 0 4 0 3 7 2 0 2 0 6 0 7 0 19 60 1 0 0 0 13 0 0 5 1 9 0 3 57 1 0 14:30 0 7 0 2 2 1 0 0 0 4 1 5 0 16 62 1 1 0 0 6 0 0 10 1 9 1 3 70 4 0 14:45 0 8 0 4 1 1 0 2 0 4 0 9 1 11 79 1 3 0 0 9 1 0 6 2 5 0 6 72 3 1 15:00 0 1 0 3 5 2 0 0 0 7 2 9 0 18 62 0 5 0 0 11 0 0 7 2 8 1 4 60 3 0 15:15 0 4 0 3 2 1 0 0 0 3 0 5 0 16 57 0 4 0 0 6 0 0 15 2 6 0 1 61 3 015:30 0 2 0 0 3 2 0 3 1 1 0 2 0 16 46 0 2 0 0 3 1 0 11 0 7 0 0 59 4 0 15:45 0 3 0 0 4 2 0 1 1 2 0 2 2 15 49 2 0 0 0 13 0 0 6 0 7 1 6 61 8 0 16:00 0 5 0 4 3 0 0 2 0 3 0 0 0 18 57 1 2 0 0 7 0 0 9 2 5 2 2 57 3 016:15 0 7 0 2 3 1 0 1 0 3 0 1 0 13 51 1 2 0 0 9 1 0 9 2 8 0 5 76 3 0 16:30 0 8 0 2 2 2 0 1 0 4 0 2 1 21 57 2 1 0 0 9 0 0 9 0 4 0 2 69 2 0 16:45 0 5 0 0 0 0 0 2 0 4 0 3 0 18 69 1 4 0 0 0 0 0 7 1 10 0 2 75 4 017:00 0 3 0 1 3 0 0 2 1 5 0 3 0 12 69 0 6 0 0 8 0 0 20 3 11 0 4 64 1 0 17:15 0 4 0 2 2 0 0 2 0 3 0 0 0 14 57 0 5 0 0 4 1 0 11 0 4 0 5 60 3 0 17:30 0 6 0 0 2 1 0 2 1 1 0 1 0 19 50 0 4 0 0 7 0 1 8 0 4 0 3 69 3 017:45 0 5 0 0 1 0 0 2 0 3 0 0 1 10 69 1 2 0 0 7 0 0 7 2 14 1 2 59 1 0 18:00 0 9 0 4 6 1 0 1 0 3 0 1 0 19 34 0 5 0 1 8 0 0 4 0 1 1 1 63 2 0 18:15 0 0 0 1 5 1 0 3 0 6 0 1 1 10 50 0 3 0 0 2 1 0 6 2 5 2 5 48 3 018:30 0 7 0 1 1 0 0 1 1 7 0 0 0 6 41 1 3 0 0 4 0 0 7 0 6 0 3 54 1 0 18:45 0 4 0 1 1 0 0 2 0 2 0 0 0 9 41 1 0 0 0 2 0 0 5 0 6 0 3 58 6 0 19:00 0 2 0 1 0 1 0 0 0 3 0 1 0 12 42 0 4 0 0 9 0 0 10 0 1 0 1 44 0 0 19:15 0 2 2 0 1 0 0 0 0 3 0 0 0 4 34 0 2 0 0 2 0 0 0 1 4 1 3 36 2 0 19:30 0 5 0 0 0 1 0 5 0 2 0 1 0 3 32 0 1 0 0 0 0 0 4 2 6 0 0 34 1 0 19:45 0 7 0 1 0 2 0 1 0 4 0 2 0 2 34 0 3 0 0 2 0 0 2 0 2 0 3 33 3 0 20:00 0 5 0 0 0 0 0 1 0 2 0 0 0 5 40 0 1 0 0 4 0 1 0 0 3 0 0 26 1 0 20:15 0 2 0 0 1 0 0 1 0 3 0 0 0 2 34 0 1 0 0 1 0 0 3 0 0 0 0 35 1 0 20:30 0 0 0 0 0 0 0 1 0 1 0 0 0 5 25 0 0 0 0 0 0 0 1 0 4 0 0 36 0 0 20:45 0 1 0 0 1 0 0 2 0 0 0 0 0 0 30 1 0 0 0 1 0 0 1 0 2 1 0 21 0 0 21:00 0 2 0 0 1 0 0 0 0 0 0 0 0 4 38 0 0 0 0 2 0 0 2 0 1 0 0 21 1 0 21:15 0 0 0 0 0 1 0 0 0 1 0 1 0 4 24 1 1 0 0 1 0 0 1 1 3 0 0 20 0 0 21:30 0 1 0 1 0 0 0 1 0 4 0 0 0 2 19 0 0 0 0 0 0 0 1 0 1 0 0 14 0 0 21:45 0 2 0 0 0 0 0 0 0 0 0 0 0 1 12 0 0 0 0 0 0 0 1 0 1 0 0 13 0 0 22:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2 12 0 0 0 0 0 0 0 3 1 1 0 0 10 0 0 22:15 0 1 0 0 0 0 0 0 0 0 0 0 0 2 7 0 0 0 0 0 0 0 0 1 1 0 0 8 0 022:30 0 0 0 0 0 1 0 1 0 1 0 1 0 0 13 0 0 0 0 0 0 0 1 0 0 0 0 10 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5 0 0 0 0 1 0 0 1 0 1 0 0 9 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 3 0 023:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 23:45 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hazelton Rd & Site Driveway, January 9, 2018 Southbound 1 Southbound 2 Westbound Northbound Eastbound Appendix C: Traffic Counts C7 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Time U Turns Left Turns to Westboun d Left Turns to Southbou nd 2 Straight Through to Northbou nd Right Turns to Eastboun d Peds U Turns Left Turns to Westboun d Straight Through to Northbou nd Right Turns to Eastboun d Right Turns to Southbou nd 1 Peds U Turns Left Turns Straight Through Right Turns to Southbou nd 1 Right Turns to Southbou nd 2 Peds U Turns Left Turns Straight Through to Southbou nd 1 Straight Through to Southbou nd 2 Right Turns Peds U Turns Left Turns to Southbou nd 1 Left Turns to Southbou nd 2 Straight Through Right Turns Peds 00:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 00:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 1 0 0 0 0 3 1 0 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 003:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 2 0 0 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 004:30 0 0 0 0 0 1 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 1 0 0 0 0 0 0 0 6 0 0 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 5 0 005:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 05:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 1 0 0 1 0 0 0 0 1 0 0 5 0 0 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 0 0 0 0 0 0 9 0 006:00 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6 0 1 0 0 1 0 0 0 0 0 0 0 6 0 0 06:15 0 1 0 0 1 0 0 0 0 1 0 0 0 7 5 0 0 0 0 0 0 0 4 0 1 0 0 12 0 0 06:30 0 2 0 0 0 1 0 0 0 0 0 1 0 0 9 0 0 0 0 1 0 0 2 0 1 0 0 13 1 006:45 0 2 0 0 0 0 0 0 0 0 0 0 0 4 14 0 0 0 0 2 0 0 1 0 3 0 0 22 1 0 07:00 0 1 0 0 0 0 0 0 0 0 0 0 0 2 6 0 0 0 0 4 0 0 3 0 1 0 0 12 2 0 07:15 0 1 0 1 0 0 0 0 0 0 0 0 0 3 9 2 0 0 0 0 0 0 4 0 2 0 0 9 2 0 07:30 0 1 0 0 2 1 0 0 0 0 0 1 0 3 17 1 0 0 0 7 0 0 2 0 3 0 1 23 1 0 07:45 0 3 0 0 0 1 0 0 0 2 0 1 0 6 15 1 0 0 0 5 0 0 4 0 2 0 0 24 0 0 08:00 0 3 0 0 1 1 0 0 0 0 0 1 0 5 16 1 0 0 0 4 0 0 1 0 4 1 0 36 3 0 08:15 0 4 0 0 1 0 0 0 0 0 0 0 0 6 19 2 0 0 0 6 0 0 2 0 3 0 0 35 0 0 08:30 0 3 0 0 1 0 0 0 0 0 0 0 0 7 23 0 0 0 0 4 0 0 4 0 1 0 0 27 0 0 08:45 0 0 0 0 1 1 0 0 0 0 0 1 0 4 24 1 0 0 0 4 0 0 4 0 5 0 1 27 4 0 09:00 0 3 0 1 1 0 0 0 0 0 0 0 1 6 18 3 0 0 0 4 0 0 5 0 2 0 0 45 3 0 09:15 0 2 0 3 2 0 0 0 0 0 0 0 0 10 26 2 0 0 0 2 0 0 2 0 4 2 0 54 0 0 09:30 0 0 0 1 1 0 0 0 0 0 0 0 1 6 30 2 2 0 0 6 0 0 4 3 6 4 0 41 6 0 09:45 0 2 0 1 0 3 0 0 1 1 0 3 0 12 46 1 5 0 0 5 0 0 4 0 5 1 2 40 4 010:00 0 5 0 0 2 1 0 2 0 2 0 0 0 7 39 0 2 0 0 1 0 0 5 0 4 2 4 55 2 0 10:15 0 3 0 0 3 0 0 1 0 2 0 0 0 16 48 1 2 0 0 1 0 0 7 1 4 1 1 41 2 0 10:30 0 5 0 1 2 1 0 4 0 4 0 1 0 9 38 1 2 0 0 6 0 0 7 0 8 0 4 44 5 010:45 0 6 0 1 5 0 0 0 0 5 0 0 0 14 44 2 3 0 0 5 0 0 4 1 2 2 1 46 2 0 11:00 0 5 0 1 3 0 0 1 0 1 0 0 0 13 48 2 3 0 0 4 1 0 8 2 4 1 5 63 8 0 11:15 0 4 0 1 2 1 0 3 1 2 1 1 0 16 52 0 3 0 0 4 0 0 5 1 6 1 3 54 5 011:30 0 1 0 1 4 1 0 0 0 3 0 1 0 12 47 1 2 0 0 7 0 0 8 0 9 0 1 87 5 0 11:45 0 8 0 1 1 1 0 2 0 2 0 1 1 26 70 0 1 0 0 7 0 1 9 1 12 2 3 70 4 0 12:00 0 9 0 0 6 1 0 1 0 2 0 2 0 17 54 1 4 0 0 6 0 1 6 0 7 1 2 85 4 012:15 0 5 0 0 1 2 0 0 0 5 0 1 0 21 59 0 1 0 1 6 0 0 11 0 9 2 3 84 3 0 12:30 0 4 0 0 3 0 0 1 0 2 0 0 0 17 62 0 1 0 0 10 0 0 6 0 3 1 3 89 4 0 12:45 0 6 0 4 5 2 0 1 0 4 0 2 2 19 60 1 2 0 0 7 0 0 8 1 5 2 4 89 5 013:00 0 6 0 2 10 0 0 4 0 6 0 1 0 18 59 2 5 0 0 6 0 0 10 0 9 3 2 84 1 0 13:15 0 5 0 0 6 0 0 2 0 0 1 0 2 24 63 2 0 0 0 8 2 0 8 0 9 4 5 75 3 0 13:30 0 3 0 0 3 0 0 4 0 4 0 0 0 16 75 1 3 0 0 4 0 0 12 0 12 1 3 72 3 0 13:45 0 2 0 2 2 0 0 2 0 4 1 0 1 22 54 0 2 0 1 2 0 0 3 0 8 0 2 76 4 0 14:00 0 8 0 0 0 2 0 2 0 3 1 0 0 16 55 0 1 0 1 4 0 0 12 1 9 1 7 49 5 0 14:15 0 2 0 0 5 0 0 0 0 3 0 0 0 17 53 0 2 1 0 9 0 0 10 1 10 0 4 74 5 0 14:30 0 5 0 1 3 0 0 1 0 5 0 0 0 7 63 1 0 0 0 2 0 0 5 0 8 0 5 81 2 0 14:45 0 5 0 0 3 0 0 1 0 1 0 0 0 17 40 0 2 0 0 4 0 0 3 0 8 1 1 60 3 0 15:00 0 0 0 1 2 1 0 0 0 2 0 1 1 18 60 1 3 0 0 4 0 0 8 0 5 1 2 68 4 0 15:15 0 4 0 1 0 0 0 2 0 6 1 0 0 10 54 0 1 0 0 5 0 0 7 0 5 1 3 50 5 015:30 0 3 0 2 1 1 0 0 0 3 0 1 0 12 55 1 4 1 0 6 0 0 7 0 9 1 3 56 5 0 15:45 0 5 0 0 5 4 0 1 0 5 0 4 0 27 56 1 1 0 0 6 0 0 14 0 7 0 0 66 3 0 16:00 0 3 0 1 2 2 0 3 1 4 0 2 0 19 50 0 3 0 0 6 0 0 11 1 7 0 2 73 5 016:15 0 2 0 0 4 0 0 4 0 2 0 0 1 21 45 1 5 0 0 12 0 2 7 1 7 1 4 77 4 0 16:30 0 3 0 1 2 1 0 1 0 3 0 0 0 19 58 0 5 0 0 3 0 0 6 0 12 0 1 65 5 0 16:45 0 3 0 0 4 0 0 2 0 1 0 0 0 14 62 0 3 0 0 8 0 0 4 0 13 0 6 76 3 017:00 0 5 0 4 1 0 0 2 0 2 0 0 1 19 57 0 0 0 0 12 0 0 10 0 9 1 2 81 5 0 17:15 0 5 0 3 0 0 0 0 0 2 0 0 0 15 60 0 1 0 0 5 0 0 3 0 8 1 1 65 4 0 17:30 0 5 0 1 2 0 0 0 0 3 0 0 0 14 54 0 1 0 0 6 0 0 8 2 11 0 2 65 1 017:45 0 1 0 2 3 0 0 2 0 2 0 0 3 27 53 0 2 0 0 5 0 0 8 0 5 0 1 69 5 0 18:00 0 6 0 1 3 0 0 1 0 1 0 0 1 19 56 0 3 0 1 10 0 0 10 0 13 0 3 61 7 0 18:15 0 3 0 1 3 0 0 1 0 5 0 0 2 9 47 1 0 0 0 7 0 0 2 2 8 1 2 49 4 018:30 0 3 0 2 3 1 0 1 0 4 0 1 2 11 48 0 2 0 0 4 0 0 9 0 11 0 3 49 4 0 18:45 0 3 2 1 1 1 0 2 0 4 0 1 0 13 49 1 1 0 0 3 0 0 7 0 8 0 5 45 1 0 19:00 0 3 0 0 0 0 0 4 0 3 0 0 0 9 31 0 0 0 0 2 0 0 4 0 4 0 1 53 3 0 19:15 0 1 0 0 1 0 0 0 0 4 0 0 0 9 29 0 0 0 0 5 1 0 3 1 9 0 3 39 1 0 19:30 0 4 0 1 0 0 0 0 0 2 0 0 0 5 32 0 2 0 0 3 0 0 5 1 4 0 0 49 0 0 19:45 0 2 0 0 0 0 0 0 0 3 0 0 1 7 36 0 1 0 0 0 0 1 2 0 3 0 0 33 1 0 20:00 0 2 0 0 1 2 0 1 0 3 0 2 0 6 34 0 1 0 0 5 0 0 3 0 4 0 2 36 0 0 20:15 0 6 0 1 1 0 0 0 0 1 0 0 0 3 26 0 1 0 0 8 0 0 8 0 5 0 1 48 0 0 20:30 0 4 0 2 1 0 0 0 0 3 0 0 0 5 31 1 1 0 0 1 0 0 0 0 1 0 0 31 0 0 20:45 0 3 0 1 0 0 0 2 0 1 0 0 0 9 19 1 2 0 0 0 0 0 2 0 3 0 0 24 3 0 21:00 0 0 0 1 1 1 0 1 0 2 0 1 0 2 32 0 0 0 0 1 0 0 4 1 0 0 0 13 0 0 21:15 0 1 0 0 0 0 0 0 0 0 0 0 0 6 21 0 0 0 0 4 0 0 1 0 1 0 0 15 0 0 21:30 0 0 0 0 0 0 0 1 0 0 0 0 0 5 14 0 0 0 0 1 0 0 1 0 2 0 0 17 0 0 21:45 0 2 0 0 0 0 0 1 0 0 0 1 0 1 6 0 0 0 0 0 0 0 1 0 0 0 0 10 1 0 22:00 0 2 0 0 0 1 0 0 0 3 0 0 0 0 10 0 0 0 0 1 0 0 2 0 0 0 0 6 0 0 22:15 0 2 0 0 0 0 0 0 0 0 0 0 0 1 5 0 0 0 0 0 0 0 1 1 1 0 0 7 0 022:30 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4 0 0 0 0 0 0 0 0 0 1 0 0 5 0 0 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5 0 0 0 0 0 0 0 1 0 0 0 0 3 0 023:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 0 0 0 0 1 0 0 3 0 0 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 Hazelton Rd & Site Driveway, January 10, 2018 Southbound 1 Southbound 2 Westbound Northbound Eastbound Appendix C: Traffic Counts C8 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Time U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles 12:00 AM 0 0 10 0 1 0 0 0 0 0 0 1 9 0 0 0 6 0 2 0 29 12:15 AM 0 0 9 3 0 0 0 0 0 0 0 1 5 0 0 0 1 0 4 0 23 12:30 AM 0 0 6 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 8 12:45 AM 0 0 9 1 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 17 Hourly Total 0 0 34 4 1 0 0 0 0 0 0 2 23 0 0 0 7 0 6 0 77 1:00 AM 0 0 7 0 0 0 0 0 0 0 0 1 9 0 0 0 1 0 0 0 18 1:15 AM 0 0 2 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 5 1:30 AM 0 0 5 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 6 1:45 AM 0 0 1 1 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 5 Hourly Total 0 0 15 2 0 0 0 0 0 0 0 1 15 0 0 0 1 0 0 0 34 2:00 AM 0 0 3 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 1 0 6 2:15 AM 0 0 1 0 0 0 0 0 0 0 0 1 2 0 0 0 1 0 0 0 5 2:30 AM 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 2:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 3 Hourly Total 0 0 10 0 0 0 0 0 0 0 0 1 6 0 0 0 1 0 1 0 19 3:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 4 3:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 3:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 3 3:45 AM 0 0 5 1 0 0 0 0 0 0 0 0 1 0 0 0 2 0 1 0 10 Hourly Total 0 0 8 2 0 0 0 0 0 0 0 0 3 0 0 0 5 0 1 0 19 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2 4:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 4 0 0 0 1 0 1 0 7 4:30 AM 0 0 5 1 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 10 4:45 AM 0 0 23 3 0 0 0 0 0 0 0 1 5 0 0 0 1 0 7 0 40 Hourly Total 0 0 29 4 0 0 0 0 0 0 0 2 14 0 0 0 2 0 8 0 59 5:00 AM 0 0 16 0 0 0 0 0 0 0 0 0 8 0 0 0 1 0 4 0 29 5:15 AM 0 0 15 1 0 0 0 0 0 0 0 0 11 0 0 0 1 0 4 0 32 5:30 AM 0 0 26 2 0 0 0 0 0 0 1 0 8 0 0 0 2 0 9 0 48 5:45 AM 0 0 45 4 0 0 0 0 0 0 0 3 19 0 0 0 3 0 7 0 81 Hourly Total 0 0 102 7 0 0 0 0 0 0 1 3 46 0 0 0 7 0 24 0 190 6:00 AM 0 1 26 2 0 0 0 0 1 0 2 9 41 0 0 0 2 0 5 1 90 6:15 AM 0 0 24 5 2 0 0 0 0 0 1 6 32 0 1 0 4 0 8 2 85 6:30 AM 0 0 38 5 0 0 0 0 0 0 3 4 52 0 2 0 11 0 8 0 123 6:45 AM 0 1 51 12 0 0 0 0 0 1 0 5 53 0 0 0 5 1 9 2 140 Hourly Total 0 2 139 24 2 0 0 0 1 1 6 24 178 0 3 0 22 1 30 5 438 7:00 AM 1 1 44 4 1 0 1 0 0 0 1 13 75 1 0 0 10 1 10 1 164 7:15 AM 1 4 79 9 0 0 0 0 0 1 3 11 64 0 1 0 6 0 6 0 185 7:30 AM 1 4 108 8 0 0 0 0 0 0 1 10 80 1 0 0 6 2 7 0 228 7:45 AM 2 4 128 17 0 0 0 1 1 0 1 11 96 3 0 0 7 2 19 0 292 Hourly Total 5 13 359 38 1 0 1 1 1 1 6 45 315 5 1 0 29 5 42 1 869 Southbound Westbound Northbound Eastbound York Ave Hazelton Rd York Ave Hazelton Rd TOTAL Hazelton Rd & York Avenue Edina, Minnesota Tuesday, January 9, 2018 Appendix C: Traffic Counts C9 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Time U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles 8:00 AM 0 3 104 22 3 0 0 0 1 1 1 10 82 4 0 0 14 2 12 0 259 8:15 AM 1 6 112 24 0 0 0 0 1 0 3 20 98 6 0 0 17 2 9 1 300 8:30 AM 1 3 110 13 1 0 1 1 0 1 3 12 90 4 0 0 18 2 10 0 270 8:45 AM 1 8 123 19 0 0 3 0 1 0 0 16 78 7 1 0 12 1 17 0 287 Hourly Total 3 20 449 78 4 0 4 1 3 2 7 58 348 21 1 0 61 7 48 1 1116 9:00 AM 2 7 99 17 0 0 1 0 2 0 2 25 84 4 0 0 17 3 16 0 279 9:15 AM 3 3 123 20 0 0 0 0 3 2 2 18 106 2 0 0 26 1 24 0 333 9:30 AM 2 5 104 28 0 0 0 0 3 0 3 13 94 3 1 0 20 0 24 0 300 9:45 AM 3 4 98 34 2 0 2 2 4 2 8 18 99 6 1 0 22 2 11 1 319 Hourly Total 10 19 424 99 2 0 3 2 12 4 15 74 383 15 2 0 85 6 75 1 1231 10:00 AM 2 3 100 27 2 0 0 0 2 4 3 21 115 4 1 0 29 0 19 0 332 10:15 AM 1 1 104 25 3 0 0 1 3 3 2 22 107 4 3 0 23 0 15 1 318 10:30 AM 3 3 113 30 1 0 0 0 4 3 2 26 96 0 3 0 33 1 16 0 334 10:45 AM 4 4 115 28 3 0 2 0 3 5 2 36 116 3 4 0 36 0 14 1 376 Hourly Total 10 11 432 110 9 0 2 1 12 15 9 105 434 11 11 0 121 1 64 2 1360 11:00 AM 6 7 117 34 0 0 1 2 2 3 5 41 146 2 3 0 36 0 31 1 437 11:15 AM 5 5 126 38 2 0 2 1 3 0 3 42 164 3 4 0 36 1 31 1 467 11:30 AM 2 7 178 44 0 0 3 1 5 1 8 42 159 6 2 0 33 2 26 1 520 11:45 AM 4 2 136 40 1 0 4 3 4 1 4 32 162 4 3 0 36 1 34 2 473 Hourly Total 17 21 557 156 3 0 10 7 14 5 20 157 631 15 12 0 141 4 122 5 1897 12:00 PM 6 4 156 46 1 0 2 3 3 2 17 40 158 7 1 0 52 0 33 0 531 12:15 PM 0 3 146 42 0 0 3 5 4 2 5 60 166 4 3 0 41 1 29 0 514 12:30 PM 2 2 175 43 2 0 1 1 8 5 4 37 149 4 2 0 54 2 39 0 530 12:45 PM 7 1 189 50 1 0 3 1 5 1 2 51 129 6 2 0 54 1 30 1 534 Hourly Total 15 10 666 181 4 0 9 10 20 10 28 188 602 21 8 0 201 4 131 1 2109 1:00 PM 3 4 150 34 2 0 3 1 4 3 6 38 113 3 4 0 56 1 39 0 464 1:15 PM 1 6 150 33 2 0 2 1 5 2 4 42 125 2 0 0 51 1 35 0 462 1:30 PM 5 4 156 34 1 0 1 3 3 4 6 34 128 4 5 0 37 1 29 2 457 1:45 PM 7 4 167 34 0 0 2 0 4 2 5 27 127 1 0 0 49 1 30 1 461 Hourly Total 16 18 623 135 5 0 8 5 16 11 21 141 493 10 9 0 193 4 133 3 1844 2:00 PM 4 0 134 35 2 0 5 0 7 10 4 46 134 7 4 0 44 1 35 1 473 2:15 PM 4 5 148 34 0 0 2 1 7 3 4 20 129 3 3 0 40 1 20 5 429 2:30 PM 0 2 137 31 3 0 1 1 3 2 5 35 134 3 2 0 51 1 27 0 438 2:45 PM 4 0 163 36 6 0 0 4 5 3 1 31 112 6 1 0 50 0 23 0 445 Hourly Total 12 7 582 136 11 0 8 6 22 18 14 132 509 19 10 0 185 3 105 6 1785 3:00 PM 8 4 133 47 2 0 5 1 4 3 4 35 135 1 3 0 43 3 26 0 457 3:15 PM 6 3 172 37 1 0 4 4 3 3 2 25 124 2 3 0 34 1 26 3 453 3:30 PM 1 2 154 30 1 0 1 0 2 3 2 25 136 1 3 0 50 0 30 1 442 3:45 PM 5 2 172 29 1 0 1 1 6 3 1 26 145 3 1 0 40 0 24 2 462 Hourly Total 20 11 631 143 5 0 11 6 15 12 9 111 540 7 10 0 167 4 106 6 1814 TOTALYork Ave Hazelton Rd Southbound Westbound Northbound Eastbound Hazelton Rd & York Avenue Edina, Minnesota Tuesday, January 9, 2018 York Ave Hazelton Rd Appendix C: Traffic Counts C10 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Time U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles 4:00 PM 5 4 169 34 1 0 3 0 4 3 2 40 156 1 2 0 34 1 40 0 499 4:15 PM 6 0 148 38 1 0 1 3 3 1 1 39 139 0 2 0 50 0 35 0 467 4:30 PM 2 2 171 37 0 0 3 3 4 4 2 23 190 3 3 0 43 0 36 3 529 4:45 PM 3 2 156 47 0 0 2 5 6 2 4 49 161 2 1 0 42 0 25 0 507 Hourly Total 16 8 644 156 2 0 9 11 17 10 9 151 646 6 8 0 169 1 136 3 2002 5:00 PM 6 4 167 19 1 0 4 3 13 1 4 40 159 1 0 0 47 0 43 1 513 5:15 PM 1 0 175 25 2 0 1 1 7 2 5 37 196 1 1 0 49 0 28 1 532 5:30 PM 3 1 157 46 0 0 3 0 6 0 4 45 153 2 0 0 59 0 25 1 505 5:45 PM 2 0 189 38 0 0 4 0 5 2 4 32 149 2 0 0 32 0 26 0 485 Hourly Total 12 5 688 128 3 0 12 4 31 5 17 154 657 6 1 0 187 0 122 3 2035 6:00 PM 3 1 156 23 3 0 0 1 3 0 3 42 139 0 0 0 55 0 20 0 449 6:15 PM 8 0 117 29 1 0 2 0 2 0 4 25 153 3 0 0 41 0 28 0 413 6:30 PM 3 0 135 28 1 0 1 0 7 1 4 21 123 2 2 0 44 0 32 0 404 6:45 PM 1 1 126 21 0 0 0 0 1 2 4 24 96 0 3 0 39 0 21 1 340 Hourly Total 15 2 534 101 5 0 3 1 13 3 15 112 511 5 5 0 179 0 101 1 1606 7:00 PM 2 0 95 30 0 0 1 0 3 0 3 30 91 0 0 0 34 0 28 0 317 7:15 PM 2 1 91 16 0 0 0 2 0 1 2 21 103 1 1 0 17 0 22 0 280 7:30 PM 4 0 96 19 1 0 1 0 2 3 0 15 84 1 2 0 37 0 23 1 289 7:45 PM 2 0 89 15 3 0 1 0 1 2 1 21 78 1 1 0 26 0 20 0 261 Hourly Total 10 1 371 80 4 0 3 2 6 6 6 87 356 3 4 0 114 0 93 1 1147 8:00 PM 3 1 69 17 0 0 0 0 1 0 1 9 79 0 0 0 24 0 12 0 216 8:15 PM 0 1 89 13 0 0 0 1 1 0 2 8 65 0 0 0 29 0 18 0 227 8:30 PM 0 0 60 12 0 0 0 0 0 0 5 9 54 0 0 0 26 0 13 1 180 8:45 PM 0 0 55 8 0 0 0 0 0 0 1 12 51 0 1 0 17 0 10 0 155 Hourly Total 3 2 273 50 0 0 0 1 2 0 9 38 249 0 1 0 96 0 53 1 778 9:00 PM 0 1 68 10 0 0 0 0 0 1 2 6 43 0 0 0 14 0 12 0 157 9:15 PM 1 0 54 12 0 0 0 0 0 0 0 7 35 0 0 0 14 0 13 0 136 9:30 PM 1 1 58 4 0 0 0 0 0 0 0 9 26 0 0 0 6 0 11 0 116 9:45 PM 3 0 26 7 0 0 2 0 1 1 0 5 36 0 0 0 6 0 8 0 95 Hourly Total 5 2 206 33 0 0 2 0 1 2 2 27 140 0 0 0 40 0 44 0 504 10:00 PM 0 0 31 5 0 0 0 0 0 1 1 5 37 0 0 0 14 0 6 0 100 10:15 PM 0 0 41 2 2 0 0 0 1 0 1 4 20 0 0 0 2 0 4 0 77 10:30 PM 0 0 24 5 0 0 0 0 0 0 0 2 14 0 1 0 9 0 8 0 63 10:45 PM 0 0 10 1 0 0 0 0 0 0 0 3 11 0 0 0 5 0 5 1 36 Hourly Total 0 0 106 13 2 0 0 0 1 1 2 14 82 0 1 0 30 0 23 1 276 11:00 PM 0 1 12 2 0 0 0 0 1 0 3 3 9 0 1 0 4 0 1 0 37 11:15 PM 0 0 14 2 0 0 0 0 0 0 0 1 7 0 1 0 1 0 0 0 26 11:30 PM 0 0 13 0 0 0 0 0 0 0 0 1 6 0 0 0 1 0 0 0 21 11:45 PM 0 0 9 2 0 0 0 0 0 0 0 2 5 0 0 0 0 0 0 0 18 Hourly Total 0 1 48 6 0 0 0 0 1 0 3 7 27 0 2 0 6 0 1 0 102 DAILY TOTAL 169 153 7930 1686 63 0 85 58 188 106 199 1634 7208 144 89 0 2049 40 1469 41 23311 Cars 169 152 7804 1626 63 0 83 57 186 101 196 1612 7056 141 87 0 1971 40 1437 39 22820 Heavy Vehicles 0 1 126 60 0 0 2 1 2 5 3 22 152 3 2 0 78 0 32 2 491 Heavy Vehicle %0.00%0.65%1.59%3.56%0.00%0.00%2.35%1.72%1.06%4.72%1.51%1.35%2.11%2.08%2.25%0.00%3.81%0.00%2.18%4.88%2.11% Tuesday, January 9, 2018 Hazelton Rd & York Avenue Edina, Minnesota Southbound Westbound Northbound Eastbound TOTALYork Ave Hazelton Rd York Ave Hazelton Rd Appendix C: Traffic Counts C11 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Time U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles 12:00 AM 0 0 6 1 0 0 0 0 0 0 0 0 3 0 0 0 1 0 2 1 14 12:15 AM 0 0 8 0 0 0 0 0 0 0 0 0 9 0 0 0 4 0 5 0 26 12:30 AM 0 0 7 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 14 12:45 AM 0 0 5 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 8 Hourly Total 0 0 26 2 0 0 0 0 0 0 0 0 20 0 0 0 5 0 8 1 62 1:00 AM 0 0 5 0 0 0 0 0 0 0 0 0 4 0 0 0 1 0 1 0 11 1:15 AM 0 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 6 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 3 1:45 AM 0 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 3 Hourly Total 0 0 11 0 0 0 0 0 0 0 0 0 10 0 0 0 1 0 1 0 23 2:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 4 2:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 5 2:30 AM 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 5 2:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 3 Hourly Total 0 0 6 0 0 0 0 0 0 0 0 0 10 0 0 0 1 0 0 0 17 3:00 AM 0 0 1 3 0 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 7 3:15 AM 0 0 2 2 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 7 3:30 AM 0 0 2 0 0 0 0 0 0 1 0 0 2 0 0 0 1 0 1 0 7 3:45 AM 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 1 0 5 Hourly Total 0 0 7 5 0 0 0 0 0 1 0 0 9 0 0 0 2 0 2 0 26 4:00 AM 0 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 6 4:15 AM 0 0 3 0 0 0 0 0 0 0 0 0 3 0 0 0 2 0 0 0 8 4:30 AM 0 0 3 0 0 0 0 0 0 1 0 0 2 0 1 0 3 0 0 0 10 4:45 AM 0 0 16 5 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 0 29 Hourly Total 0 0 26 5 0 0 0 0 0 1 0 0 11 0 1 0 5 0 4 0 53 5:00 AM 0 0 16 1 0 0 0 0 0 0 0 1 11 0 0 0 0 0 7 0 36 5:15 AM 0 0 18 1 0 0 0 0 0 0 1 0 11 0 0 0 0 0 2 0 33 5:30 AM 0 0 17 4 0 0 0 0 0 0 0 2 21 0 0 0 4 0 3 0 51 5:45 AM 0 0 30 2 0 0 0 0 0 0 1 3 20 0 0 0 1 0 1 0 58 Hourly Total 0 0 81 8 0 0 0 0 0 0 2 6 63 0 0 0 5 0 13 0 178 6:00 AM 0 0 30 7 0 0 0 0 0 0 1 6 32 0 0 0 5 0 1 0 82 6:15 AM 0 0 23 7 1 0 0 0 1 1 0 6 35 1 0 0 4 1 8 1 89 6:30 AM 0 0 31 10 1 0 0 0 0 0 1 4 49 0 0 0 11 1 7 0 115 6:45 AM 0 0 44 12 0 0 0 0 0 1 0 7 56 1 0 0 6 0 8 1 136 Hourly Total 0 0 128 36 2 0 0 0 1 2 2 23 172 2 0 0 26 2 24 2 422 7:00 AM 2 0 60 5 0 0 0 0 0 2 2 4 65 0 0 0 7 0 10 0 157 7:15 AM 1 0 71 9 0 0 0 0 0 0 1 9 77 1 1 0 10 1 4 0 185 7:30 AM 0 3 89 11 1 0 1 0 1 0 2 13 71 1 0 0 5 3 9 0 210 7:45 AM 0 10 112 11 1 0 0 1 1 1 3 12 82 3 1 0 6 1 15 0 260 Hourly Total 3 13 332 36 2 0 1 1 2 3 8 38 295 5 2 0 28 5 38 0 812 Southbound Westbound Northbound Eastbound York Ave Hazelton Rd York Ave Hazelton Rd TOTAL Hazelton Rd & York Avenue Edina, Minnesota Wednesday, January 10, 2018 Appendix C: Traffic Counts C12 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Time U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles 8:00 AM 1 1 113 12 1 0 0 0 0 1 2 8 75 2 0 0 15 2 12 0 245 8:15 AM 1 4 115 14 2 0 0 0 1 2 3 14 100 4 0 0 16 3 20 0 299 8:30 AM 4 9 107 16 3 0 1 0 1 1 3 25 107 4 0 0 11 2 17 2 313 8:45 AM 2 2 106 15 0 0 1 0 3 0 2 18 103 7 1 0 11 3 13 1 288 Hourly Total 8 16 441 57 6 0 2 0 5 4 10 65 385 17 1 0 53 10 62 3 1145 9:00 AM 4 7 91 21 2 0 2 2 2 2 7 24 96 3 3 0 18 2 18 2 306 9:15 AM 2 3 116 21 3 0 1 0 1 1 4 20 107 2 0 0 21 2 20 0 324 9:30 AM 1 3 136 23 1 0 0 0 0 1 5 22 102 3 2 0 12 0 15 0 326 9:45 AM 8 2 109 26 0 0 1 1 1 2 5 30 112 4 4 0 16 1 12 2 336 Hourly Total 15 15 452 91 6 0 4 3 4 6 21 96 417 12 9 0 67 5 65 4 1292 10:00 AM 4 4 109 35 1 0 0 1 2 2 1 22 122 7 1 0 28 0 12 1 352 10:15 AM 2 7 102 32 0 0 2 0 7 1 4 33 137 5 1 0 31 1 18 0 383 10:30 AM 5 3 112 32 3 0 1 0 5 3 2 28 128 2 2 0 22 1 32 0 381 10:45 AM 0 4 140 42 1 0 0 0 2 4 5 49 110 3 1 0 31 1 22 0 415 Hourly Total 11 18 463 141 5 0 3 1 16 10 12 132 497 17 5 0 112 3 84 1 1531 11:00 AM 0 4 108 39 5 0 2 1 1 1 6 30 134 1 3 0 38 2 32 2 409 11:15 AM 2 3 150 38 0 0 2 1 3 1 7 39 143 3 0 0 38 0 17 0 447 11:30 AM 3 4 137 31 3 0 5 1 4 2 8 41 178 3 0 0 36 0 35 1 492 11:45 AM 4 1 161 54 2 0 0 5 2 1 5 47 147 2 2 0 41 1 40 1 516 Hourly Total 9 12 556 162 10 0 9 8 10 5 26 157 602 9 5 0 153 3 124 4 1864 12:00 PM 5 1 176 45 1 0 3 2 5 1 5 51 141 3 3 0 47 1 32 1 523 12:15 PM 3 3 168 53 1 0 2 3 0 0 8 39 154 2 1 0 47 2 45 1 532 12:30 PM 7 0 168 32 5 0 2 2 2 4 3 46 158 1 2 0 45 0 42 1 520 12:45 PM 7 3 175 35 0 0 1 1 8 2 3 54 158 7 1 0 48 3 51 0 557 Hourly Total 22 7 687 165 7 0 8 8 15 7 19 190 611 13 7 0 187 6 170 3 2132 1:00 PM 3 3 180 44 1 0 1 1 2 1 5 29 143 2 0 0 43 0 46 2 506 1:15 PM 5 4 140 53 3 0 0 2 6 4 4 37 126 3 5 0 48 1 31 2 474 1:30 PM 2 5 147 43 0 0 3 1 6 1 5 44 129 3 3 0 46 2 35 2 477 1:45 PM 0 4 149 23 0 0 4 2 2 2 2 39 122 4 0 0 42 0 29 0 424 Hourly Total 10 16 616 163 4 0 8 6 16 8 16 149 520 12 8 0 179 3 141 6 1881 2:00 PM 2 3 141 34 2 0 2 5 1 5 4 35 131 5 4 0 50 0 24 1 449 2:15 PM 3 3 162 38 1 0 0 3 2 2 5 33 124 0 2 0 49 3 33 2 465 2:30 PM 12 4 154 43 0 0 0 0 3 1 2 40 114 1 3 0 43 3 32 2 457 2:45 PM 3 3 134 40 1 0 4 0 2 1 2 33 118 1 1 0 44 2 27 1 417 Hourly Total 20 13 591 155 4 0 6 8 8 9 13 141 487 7 10 0 186 8 116 6 1788 3:00 PM 3 0 157 41 0 0 2 2 3 2 7 33 140 0 3 0 43 1 27 3 467 3:15 PM 4 3 164 33 2 0 1 3 5 0 3 28 144 4 1 0 43 0 26 0 464 3:30 PM 6 2 150 32 1 0 0 1 5 2 1 42 149 0 5 0 37 2 29 3 467 3:45 PM 4 2 170 31 1 0 4 2 3 2 6 33 119 3 2 0 36 3 33 2 456 Hourly Total 17 7 641 137 4 0 7 8 16 6 17 136 552 7 11 0 159 6 115 8 1854 TOTALYork Ave Hazelton Rd Southbound Westbound Northbound Eastbound Hazelton Rd & York Avenue Edina, Minnesota Wednesday, January 10, 2018 York Ave Hazelton Rd Appendix C: Traffic Counts C13 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Time U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles U Turns Left Turns Straight Through Right Turns Peds/ Bicycles 4:00 PM 3 0 173 39 0 0 2 2 5 3 4 38 154 0 1 0 51 0 27 1 503 4:15 PM 2 0 168 50 2 0 0 3 6 5 4 37 151 1 4 0 46 0 36 4 519 4:30 PM 5 4 172 34 0 0 4 1 9 2 2 37 206 2 2 0 49 0 26 0 555 4:45 PM 3 2 153 28 1 0 3 3 10 1 2 57 182 1 0 0 57 1 36 0 540 Hourly Total 13 6 666 151 3 0 9 9 30 11 12 169 693 4 7 0 203 1 125 5 2117 5:00 PM 4 3 174 44 0 0 5 2 7 0 3 23 161 2 0 0 43 1 33 0 505 5:15 PM 2 0 167 39 0 0 2 1 5 0 3 48 206 0 0 0 37 1 27 0 538 5:30 PM 6 0 142 29 0 0 4 0 4 0 0 36 155 0 0 0 60 1 29 1 467 5:45 PM 4 2 165 46 0 0 2 1 2 0 4 34 160 1 2 0 29 0 36 0 488 Hourly Total 16 5 648 158 0 0 13 4 18 0 10 141 682 3 2 0 169 3 125 1 1998 6:00 PM 4 0 148 42 1 0 2 1 6 0 4 32 127 0 1 0 40 0 33 1 442 6:15 PM 2 0 128 31 0 0 0 4 2 0 1 39 157 0 0 0 36 0 30 0 430 6:30 PM 2 0 126 21 0 0 0 0 2 2 3 22 124 0 1 0 28 0 21 0 352 6:45 PM 2 1 102 25 1 0 0 0 1 1 0 26 105 0 0 0 35 0 25 0 324 Hourly Total 10 1 504 119 2 0 2 5 11 3 8 119 513 0 2 0 139 0 109 1 1548 7:00 PM 3 0 92 20 1 0 0 0 2 4 3 20 91 0 1 0 32 0 29 0 298 7:15 PM 3 0 104 22 0 0 0 0 0 0 0 19 81 0 0 0 42 0 14 1 286 7:30 PM 1 0 109 13 2 0 0 0 0 1 4 13 100 0 1 0 25 0 21 1 291 7:45 PM 0 0 92 19 2 0 0 0 1 1 1 16 76 0 0 0 29 1 21 0 259 Hourly Total 7 0 397 74 5 0 0 0 3 6 8 68 348 0 2 0 128 1 85 2 1134 8:00 PM 8 0 76 19 1 0 0 2 0 0 2 18 69 0 0 0 20 0 18 1 234 8:15 PM 0 0 80 14 0 0 0 0 0 1 0 7 58 0 0 0 43 0 16 1 220 8:30 PM 2 1 76 11 0 0 0 0 1 0 3 12 51 0 1 0 16 0 15 0 189 8:45 PM 5 0 63 8 0 0 0 0 0 0 1 11 50 0 0 0 21 0 16 0 175 Hourly Total 15 1 295 52 1 0 0 2 1 1 6 48 228 0 1 0 100 0 65 2 818 9:00 PM 2 0 82 17 0 0 0 0 0 0 3 14 56 0 1 0 13 0 11 1 200 9:15 PM 1 0 59 9 0 0 0 0 0 0 2 9 43 1 0 0 15 0 5 0 144 9:30 PM 1 0 44 6 0 0 0 0 1 3 2 10 36 0 0 0 10 0 4 0 117 9:45 PM 0 0 42 4 0 0 0 0 0 0 0 5 34 0 0 0 9 1 18 0 113 Hourly Total 4 0 227 36 0 0 0 0 1 3 7 38 169 1 1 0 47 1 38 1 574 10:00 PM 1 0 42 3 0 0 0 0 0 0 1 4 28 0 1 0 9 0 8 1 98 10:15 PM 1 0 26 5 0 0 1 0 0 0 0 0 15 0 0 0 6 0 5 0 59 10:30 PM 2 0 34 1 0 0 0 0 0 0 0 1 20 0 0 0 6 0 5 0 69 10:45 PM 0 0 15 1 0 0 0 0 0 0 0 1 12 0 0 0 2 0 1 1 33 Hourly Total 4 0 117 10 0 0 1 0 0 0 1 6 75 0 1 0 23 0 19 2 259 11:00 PM 0 0 19 1 0 0 0 0 0 1 0 4 6 0 0 0 5 0 3 0 39 11:15 PM 0 0 13 1 0 0 0 0 0 1 1 1 7 0 0 0 1 0 5 0 30 11:30 PM 0 0 13 0 0 0 0 0 0 0 0 0 5 0 1 0 2 0 1 1 23 11:45 PM 0 0 14 2 1 0 0 0 0 0 0 0 2 0 1 0 0 0 2 0 22 Hourly Total 0 0 59 4 1 0 0 0 0 2 1 5 20 0 2 0 8 0 11 1 114 DAILY TOTAL 184 130 7977 1767 62 0 73 63 157 88 199 1727 7389 109 77 0 1986 57 1544 53 23642 Cars 184 130 7847 1706 62 0 73 61 152 86 193 1708 7215 104 76 0 1924 56 1523 53 23153 Heavy Vehicles 0 0 130 61 0 0 0 2 5 2 6 19 174 5 1 0 62 1 21 0 489 Heavy Vehicle %0.00%0.00%1.63%3.45%0.00%0.00%0.00%3.17%3.18%2.27%3.02%1.10%2.35%4.59%1.30%0.00%3.12%1.75%1.36%0.00%2.07% Wednesday, January 10, 2018 Hazelton Rd & York Avenue Edina, Minnesota Southbound Westbound Northbound Eastbound TOTALYork Ave Hazelton Rd York Ave Hazelton Rd Appendix C: Traffic Counts C14 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Research Brief — Volume No. 3 Level of Service (LOS) Level of Service (LOS) is a qualitative description, similar to typical school grades, that traffic engineers use to communi-cate how good or bad traffic operations are on a corridor, intersection, or interchange. Common Factors Traffic can be a hard thing to quantify as everyone has a different tolerance for congestion. What seems excessively long to one person may seem good enough for another. These differences are readily apparent when comparing small towns or rural areas, where five cars an hour can be the norm, to big cities or downtowns, where less than hundred cars an hour, even in the middle of night, is rare. To combat this issue and provide a consistent measuring tool for traffic studies, a “Level of Service” rating was developed. Level of Service ratings are based on the roadway or intersection characteristics and the amount of traffic. Just like grade school, LOS A represents the best traffic operations, where traffic flows freely. LOS F, on the other hand, represents failing operations, where the road or intersection is congested and running beyond maximum capacity. LOS E is typically considered “at capacity” which means the amount of traffic is right at the level the roadway or intersection can adequately accommodate. Using Level of Service letter grades provides an easy way to convey road operations to the general public and has been adopted across the United States. Level of Service criteria have been developed for multiple types of traffic operations including: • Intersections • Urban Corridors • Freeways • Transit Service • Bicycle Operations • Pedestrian Operations The most common LOS criteria used is for car operations at intersections; both signalized and unsignalized. For an intersection Level of Service analysis, average delay for cars travelling through the intersection is used to determine the appropriate grade. A high delay results in a poor LOS rating and equates to poor operations. Similarly, low delay results in a good LOS rating and equates to good or great operations. LOS can be determined for the intersection as a whole, or for individual movements. It is common during peak periods in major population areas for an intersection to have an acceptable overall LOS rating, but fail to achieve a good grade for individual movements.Common Factors Impacting Level of Service • Number of Lanes. • Traffic Volumes. • Intersection Control (stop sign, signal, roundabout, interchange.) • Amount of access on a corridor. • Percentage of turning traffic. • Traffic signal cycle length (green time devoted to each approach) and phasing (one green for all approach movements or separate green arrows.) • Percentage of heavy trucks. • Roadway Grades. • Distribution of traffic within a peak hour as well as over the course of a day. • Pedestrian activity. • Bicycle activity. Appendix D: Level of Service (LOS) D1 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Resources • Highway Capacity Manual, fifth edition • Nation Cooperative Highway Research Program Report 616; Multimodal Level of Service Analysis for Urban Streets • http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_rpt_616.pdf • Florida Department of Transportation Quality/Level of Service Handbook • http://www.dot.state.fl.us/planning/systems/programs/sm/los/pdfs/2009FDOTQLOS_Handbook.pdf Although a Level of Service rating of A represents the best traffic operations, it is not always the most desirable. Providing LOS A for all corridors and all operations at all times would require a significant amount of land to be devoted to the road infrastructure, which makes it extremely costly to build and maintain. During non-peak times, like overnight, much of that infrastructure would sit unused. On the opposite side of the spectrum, a Level of Service rating of E and F represent traffic operations close to breaking down, or that already have. These ratings mean high delays, long queues, and slow speeds, not to mention driver frustration. Instead of trying to achieve one or the other, government agencies try to strike a balance between providing acceptable operations, neither falling nor flowing too freely. Because of this, LOS D is typically considered the lowest LOS acceptable by government agencies and is reflective of a balanced approach between cost and benefit. About This Brief Spack Consulting prepared this brief as part of our company’s vision to significantly improve the practice of traffic engineering and transportation planning. Transportation professionals from around the world have assisted us in developing this document. We are providing this brief under the Creative Commons Attribution License. Feel free to use-modify-share this guide, but please give us some credit in your document. To request our whole series of Design Briefs and to be included on our distribution list for new materials, please email mspack@spackconsulting.com. And please reach out if you have any comments or questions related to this Design Brief. There are many tools and guidelines used to determine a roads Level of Service rating. Simple tools like generalized roadway capacities allow for planning-level efforts. While inexpensive and quick to complete, they are not as accurate as other options. More complicated tools, such as mi-cro-simulations, provide more accurate results, but cost more and take more time. It is important to understand the trade-offs between the analysis types as well as the purpose of the study. Research Brief — Volume No. 3 Source: Florida Deptarment of Transportation LOS A LOS C LOS D = Acceptable LOS F = Unacceptable Source: City of San Jose, CA. Appendix D: Level of Service (LOS) D2 Traffic Impact Study 3650 Hazelton Apartments Redevelopment Spack Consulting Version 5.00-03 Generated with Intersection Analysis Summary 1/31/2018Report File: C:\...\AM Existing.pdf Scenario 1 AM ExistingVistro File: C:\...\Hazelton Vistro - Updates.vistro 3650 Hazelton Road V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B13.50.259NB LeftHCM 6th EditionSignalizedYork Avenue & Hazelton Road3 A3.7EB ThruHCM 6th EditionRoundaboutHazelton & Site Driveway2 B12.80.279NB LeftHCM 6th EditionSignalizedFrance Avenue & Hazelton Road1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E1 Spack Consulting Version 5.00-03 Generated with 0.279Volume to Capacity (v/c): BLevel Of Service: 12.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: France Avenue & Hazelton Road Intersection Level Of Service Report YesNoYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0040.0040.00Speed [mph] 125.00100.00125.00100.00100.0075.00100.00100.00225.00300.00100.00150.00Pocket Length [ft] 101001001101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hazelton RdHazelton RdFrance AveFrance AveName Intersection Setup 5555Bicycle Volume [bicycles/h] 5555v_ab, Corner Pedestrian Volume [ped/h] 5005v_ci, Inbound Pedestrian Volume crossing mi 5005v_co, Outbound Pedestrian Volume crossing 5555v_di, Inbound Pedestrian Volume crossing m 5555v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 461186211999731497167610Total Analysis Volume [veh/h] 11321132224337181692Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 42107921088895137656229Total Hourly Volume [veh/h] 19001003002200Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.001.003.753.501.800.001.251.301.253.751.253.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 611079310811895137876229Base Volume Input [veh/h] Hazelton RdHazelton RdFrance AveFrance AveName Volumes Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E2 Spack Consulting Version 5.00-03 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoYesNoYesNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.02.50.00.02.50.00.03.03.00.03.03.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0250028001300190Pedestrian Clearance [s] 070070070070Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 025002500501505015Split [s] 0.01.50.00.01.50.00.02.02.00.02.02.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 020002000451004510Maximum Green [s] 0100010003050305Minimum Green [s] --------Lag--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E3 Spack Consulting Version 5.00-03 Generated with 41.129.5182.6711.268.0590.4782.85169.3224.2580.1013.2095th-Percentile Queue Length [ft] 1.640.383.310.450.323.623.316.770.973.200.5395th-Percentile Queue Length [veh] 22.845.2845.936.264.4750.2646.0394.0613.4744.507.3450th-Percentile Queue Length [ft] 0.910.211.840.250.182.011.843.760.541.780.2950th-Percentile Queue Length [veh] NoNoYesNoNoNoNoYesNoYesNoCritical Lane Group CCDCDAADAAELane Group LOS 34.9033.6738.8433.7435.655.865.6252.587.758.5056.36d, Delay for Lane Group [s/veh] 0.220.040.370.050.040.260.260.820.080.220.43X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.500.070.980.090.060.500.2612.950.170.1712.28d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.500.500.170.500.500.11k, delay calibration 34.4033.6137.8633.6535.595.365.3639.627.588.3344.08d1, Uniform Delay [s] 21326123225023912862461182909307023c, Capacity [veh/h] 15371885135418101398187035801792151851241767s, saturation flow rate [veh/h] 0.030.010.060.010.010.180.180.080.050.130.01(v / s)_i Volume / Saturation Flow Rate 0.140.140.140.140.140.690.690.100.600.600.01g / C, Green / Cycle 12121212126262954541g_i, Effective Green Time [s] 2.502.502.502.502.503.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.504.504.504.504.505.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 9090909090909090909090C, Cycle Length [s] RCLCLCCLRCLLane Group Lane Group Calculations Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E4 Spack Consulting Version 5.00-03 Generated with Movement, Approach, & Intersection Results 33.74 33.7435.65 38.84 34.9033.675.8656.36 8.50d_M, Delay for Movement [s/veh]5.707.75 52.58 C CD CDCAEAMovement LOS AAD 34.52 37.18d_A, Approach Delay [s/veh]11.889.06 C DBApproach LOS A 12.84d_I, Intersection Delay [s/veh] BIntersection LOS 0.279Intersection V/C Other Modes 0.0 11.0g_Walk,mi, Effective Walk Time [s]11.0 11.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 1023.37M_CW, Crosswalk Circulation Area [ft²/ped]1160.32 1172.03 0.00 34.6734.67d_p, Pedestrian Delay [s]34.67 0.000 2.259I_p,int, Pedestrian LOS Score for Intersection 2.9603.178 F BCrosswalk LOS CC 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 456 4561000c_b, Capacity of the bicycle lane [bicycles/h]1000 26.90 26.90d_b, Bicycle Delay [s]11.28 11.28 1.598 1.827I_b,int, Bicycle LOS Score for Intersection 1.988 2.183 A ABBicycle LOS A ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E5 Spack Consulting Version 5.00-03 Generated with ALevel Of Service: 3.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: RoundaboutControl Type: Intersection 2: Hazelton & Site Driveway Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0Pocket Length [ft] 000000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] Right2RightThruLeftU-turnRightThruLeftLeft2U-turnRight2RightThruLeftU-turnTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Hazelton RdHazelton RdBusiness AccessName Intersection Setup 555Pedestrian Volume [ped/h] 07992601115021161400170Total Analysis Volume [veh/h] 02257033810430040Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor 0.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.880Peak Hour Factor 06872301013221141200150Total Hourly Volume [veh/h] 000000000000000Other Volume [veh/h] 000000000000000Existing Site Adjustment Volume [veh/h] 000000000000000Pass-by Trips [veh/h] 000000000000000Diverted Trips [veh/h] 000000000000000Site-Generated Trips [veh/h] 000000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 06872301013221141200150Base Volume Input [veh/h] Hazelton RdHazelton RdBusiness AccessName Volumes Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E6 Spack Consulting Version 5.00-03 Generated with AIntersection LOS 3.72Intersection Delay [s/veh] AAAApproach LOS 3.583.903.44Approach Delay [s/veh] 8.4411.992.1395th-Percentile Queue Length [ft] 0.340.480.0995th-Percentile Queue Length [veh] AAALane LOS Movement, Approach, & Intersection Results 0.100.140.03X, volume / capacity 130313031123Capacity per Entry Lane [veh/h] 1.001.001.00Pedestrian Impedance 133013301146Capacity of Entry and Bypass Lanes [veh/h] 13518432Entry Flow Rate [veh/h] 0.980.980.98HV Adjustment Factor 0.001020.001020.00102B (coefficient) 1380.001380.001380.00A (intercept) 3.003.003.00User-Defined Follow-Up Time [s] NoNoNoOverwrite Calculated Follow-Up Time 4.004.004.00User-Defined Critical Headway [s] NoNoNoOverwrite Calculated Critical Headway Lanes 07992601115021161400170Adjusted Demand Flow Rate [veh/h] 06872301013221141200150Demand Flow Rate [veh/h] 16313527Exiting Flow Rate [veh/h] 3737183Circulating Flow Rate [veh/h] 111Number of Conflicting Circulating Lanes Intersection Settings Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E7 Spack Consulting Version 5.00-03 Generated with YesYesCrosswalk 0.000.00Grade [%] 30.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 0000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftLeft2U-turnRight2RightThruLeftU-turnTurning Movement Lane Configuration SoutheastboundSouthwestboundApproach Business AccessSite AccessName Intersection Setup 55Pedestrian Volume [ped/h] 20100000000Total Analysis Volume [veh/h] 1030000000Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor 2090000000Total Hourly Volume [veh/h] 0000000000Other Volume [veh/h] 0000000000Existing Site Adjustment Volume [veh/h] 0000000000Pass-by Trips [veh/h] 0000000000Diverted Trips [veh/h] 0000000000Site-Generated Trips [veh/h] 0000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2090000000Base Volume Input [veh/h] Business AccessSite AccessName Volumes Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E8 Spack Consulting Version 5.00-03 Generated with AIntersection LOS 3.72Intersection Delay [s/veh] AAApproach LOS 3.223.16Approach Delay [s/veh] 0.790.0095th-Percentile Queue Length [ft] 0.030.0095th-Percentile Queue Length [veh] AALane LOS Movement, Approach, & Intersection Results 0.010.00X, volume / capacity 11481138Capacity per Entry Lane [veh/h] 1.001.00Pedestrian Impedance 11711162Capacity of Entry and Bypass Lanes [veh/h] 130Entry Flow Rate [veh/h] 0.980.98HV Adjustment Factor 0.001020.00102B (coefficient) 1380.001380.00A (intercept) 3.003.00User-Defined Follow-Up Time [s] NoNoOverwrite Calculated Follow-Up Time 4.004.00User-Defined Critical Headway [s] NoNoOverwrite Calculated Critical Headway Lanes 20100000000Adjusted Demand Flow Rate [veh/h] 2090000000Demand Flow Rate [veh/h] 82Exiting Flow Rate [veh/h] 161169Circulating Flow Rate [veh/h] 11Number of Conflicting Circulating Lanes Intersection Settings Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E9 Spack Consulting Version 5.00-03 Generated with 0.259Volume to Capacity (v/c): BLevel Of Service: 13.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: York Avenue & Hazelton Road Intersection Level Of Service Report NoYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0035.0035.00Speed [mph] 100.00100.00100.00765.00100.00100.00275.00100.00175.00100.00100.00160.00Pocket Length [ft] 000100101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hazelton RdHazelton RdYork AveYork AveName Intersection Setup 5555Bicycle Volume [bicycles/h] 5555v_ab, Corner Pedestrian Volume [ped/h] 0550v_ci, Inbound Pedestrian Volume crossing mi 0550v_co, Outbound Pedestrian Volume crossing 5555v_di, Inbound Pedestrian Volume crossing m 5555v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 41451117063549301745386Total Analysis Volume [veh/h] 10113318161377411322Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.81000.81000.81000.81000.81000.81000.81000.81000.81000.81000.81000.8100Peak Hour Factor 3134195751445241436770Total Hourly Volume [veh/h] 10014001700500Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.101.752.402.200.003.803.601.600.702.102.001.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4135595768445241936770Base Volume Input [veh/h] Hazelton RdHazelton RdYork AveYork AveName Volumes Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E10 Spack Consulting Version 5.00-03 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoYesNoYesNoMinimum Recall 0.02.50.00.02.50.00.03.03.00.03.03.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0270025001500100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.53.00.03.53.0Vehicle Extension [s] 025002500601506015Split [s] 0.01.50.00.01.50.00.02.02.00.02.02.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 020002000551005510Maximum Green [s] 0100010003050305Minimum Green [s] --------Lag--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E11 Spack Consulting Version 5.00-03 Generated with 7.8646.0874.6518.8589.0234.5966.0066.5897.0195th-Percentile Queue Length [ft] 0.311.842.990.753.561.382.642.663.8895th-Percentile Queue Length [veh] 4.3625.6041.4710.4749.4519.2136.6736.9953.8950th-Percentile Queue Length [ft] 0.171.021.660.421.980.771.471.482.1650th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoYesCritical Lane Group CDDAADAADLane Group LOS 34.0035.4136.316.207.1351.075.875.8651.71d, Delay for Lane Group [s/veh] 0.040.250.300.060.240.540.190.190.76X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.080.620.630.130.258.010.340.3310.14d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.500.110.500.500.11k, delay calibration 33.9234.7935.686.076.8843.065.535.5341.57d1, Uniform Delay [s] 21020626897422885512401258113c, Capacity [veh/h] 112115211427152135721800184318701790s, saturation flow rate [veh/h] 0.010.030.060.040.150.020.130.130.05(v / s)_i Volume / Saturation Flow Rate 0.130.130.130.640.640.030.670.670.06g / C, Green / Cycle 1212125858361616g_i, Effective Green Time [s] 2.502.502.503.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.504.504.505.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 909090909090909090C, Cycle Length [s] CRCRCLCCLLane Group Lane Group Calculations Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E12 Spack Consulting Version 5.00-03 Generated with Movement, Approach, & Intersection Results 36.31 35.4136.31 34.00 34.0034.006.2051.71 5.86d_M, Delay for Movement [s/veh]7.135.87 51.07 D DD CCCADAMovement LOS AAD 35.96 34.00d_A, Approach Delay [s/veh]9.0912.95 D CAApproach LOS B 13.51d_I, Intersection Delay [s/veh] BIntersection LOS 0.259Intersection V/C Other Modes 9.0 0.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 682.89 0.00M_CW, Crosswalk Circulation Area [ft²/ped]887.59 895.39 36.45 0.0036.45d_p, Pedestrian Delay [s]36.45 2.063 0.000I_p,int, Pedestrian LOS Score for Intersection 2.8032.582 B FCrosswalk LOS CB 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 456 4561222c_b, Capacity of the bicycle lane [bicycles/h]1222 26.90 26.90d_b, Bicycle Delay [s]6.82 6.82 1.801 1.576I_b,int, Bicycle LOS Score for Intersection 2.022 2.103 A ABBicycle LOS B ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E13 Spack Consulting Version 5.00-03 Generated with Lane Configuration and Traffic Control Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E14 Spack Consulting Version 5.00-03 Generated with Traffic Volume - Base Volume Scenario 1: 1 AM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E15 Spack Consulting Version 5.00-03 Generated with Intersection Analysis Summary 1/31/2018Report File: C:\...\PM Existing.pdf Scenario 2 PM ExistingVistro File: C:\...\Hazelton Vistro - Updates.vistro 3650 Hazelton Road V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. C24.40.447SB LeftHCM 6th EditionSignalizedYork Avenue & Hazelton Road3 A5.5EB ThruHCM 6th EditionRoundaboutHazelton & Site Driveway2 B13.80.465NB LeftHCM 6th EditionSignalizedFrance Avenue & Hazelton Road1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E16 Spack Consulting Version 5.00-03 Generated with 0.465Volume to Capacity (v/c): BLevel Of Service: 13.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: France Avenue & Hazelton Road Intersection Level Of Service Report YesNoYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0040.0040.00Speed [mph] 125.00100.00125.00100.00100.0075.00100.00100.00225.00300.00100.00150.00Pocket Length [ft] 101001001101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hazelton RdHazelton RdFrance AveFrance AveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 124241363261761010187136133611Total Analysis Volume [veh/h] 31634174225347343343Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.98300.98300.98300.98300.98300.98300.98300.98300.98300.98300.98300.9830Peak Hour Factor 12224134326176993184134131311Total Hourly Volume [veh/h] 41002002004500Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.001.003.753.501.800.001.251.301.253.751.253.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 16324134526178993184179131311Base Volume Input [veh/h] Hazelton RdHazelton RdFrance AveFrance AveName Volumes Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E17 Spack Consulting Version 5.00-03 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoYesNoYesNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.02.50.00.02.50.00.03.03.00.03.03.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0250028001300190Pedestrian Clearance [s] 070070070070Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 030003000803008030Split [s] 0.01.50.00.01.50.00.02.02.00.02.02.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 025002500752507525Maximum Green [s] 0100010003050305Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 140Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E18 Spack Consulting Version 5.00-03 Generated with 189.3733.72215.5240.9024.7513.289.24280.5432.79108.8521.7395th-Percentile Queue Length [ft] 7.571.358.621.640.990.530.3711.221.314.350.8795th-Percentile Queue Length [veh] 105.2418.74124.1522.7213.757.385.14172.7618.2260.4712.0750th-Percentile Queue Length [ft] 4.210.754.970.910.550.300.216.910.732.420.4850th-Percentile Queue Length [veh] NoNoYesNoNoNoNoYesNoYesNoCritical Lane Group EDEDEAAEAAFLane Group LOS 57.5452.0964.4552.3055.360.690.4870.954.405.0083.78d, Delay for Lane Group [s/veh] 0.540.090.660.110.080.250.250.880.140.410.49X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.331.331.331.331.331.33Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.940.143.490.180.150.440.2312.920.290.3915.43d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.500.500.130.500.500.11k, delay calibration 55.6051.9660.9652.1255.200.250.2558.034.114.6268.36d1, Uniform Delay [s] 23127120726521713872648212994325023c, Capacity [veh/h] 16021885136118391409187535801792156751241767s, saturation flow rate [veh/h] 0.080.010.100.020.010.190.190.100.090.260.01(v / s)_i Volume / Saturation Flow Rate 0.140.140.140.140.140.740.740.120.630.630.01g / C, Green / Cycle 20202020201041041789892g_i, Effective Green Time [s] 2.502.502.502.502.503.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.504.504.504.504.505.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 140140140140140140140140140140140C, Cycle Length [s] RCLCLCCLRCLLane Group Lane Group Calculations Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E19 Spack Consulting Version 5.00-03 Generated with Movement, Approach, & Intersection Results 52.30 52.3055.36 64.45 57.5452.090.6983.78 5.00d_M, Delay for Movement [s/veh]0.554.40 70.95 D DE EEDAFAMovement LOS AAE 53.43 60.39d_A, Approach Delay [s/veh]11.505.53 D EBApproach LOS A 13.81d_I, Intersection Delay [s/veh] BIntersection LOS 0.465Intersection V/C Other Modes 0.0 11.0g_Walk,mi, Effective Walk Time [s]11.0 11.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 59.4359.43d_p, Pedestrian Delay [s]59.43 0.000 2.386I_p,int, Pedestrian LOS Score for Intersection 3.1483.439 F BCrosswalk LOS CC 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 364 3641071c_b, Capacity of the bicycle lane [bicycles/h]1071 46.82 46.82d_b, Bicycle Delay [s]15.09 15.09 1.639 2.096I_b,int, Bicycle LOS Score for Intersection 2.400 2.222 A BBBicycle LOS B ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E20 Spack Consulting Version 5.00-03 Generated with ALevel Of Service: 5.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: RoundaboutControl Type: Intersection 2: Hazelton & Site Driveway Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0Pocket Length [ft] 000000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] Right2RightThruLeftU-turnRightThruLeftLeft2U-turnRight2RightThruLeftU-turnTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Hazelton RdHazelton RdBusiness AccessName Intersection Setup 555Pedestrian Volume [ped/h] 14324873215309141393811330Total Analysis Volume [veh/h] 31621814773010100080Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor 0.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.944Peak Hour Factor 13323469214292131373611310Total Hourly Volume [veh/h] 000000000000000Other Volume [veh/h] 000000000000000Existing Site Adjustment Volume [veh/h] 000000000000000Pass-by Trips [veh/h] 000000000000000Diverted Trips [veh/h] 000000000000000Site-Generated Trips [veh/h] 000000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 13323469214292131373611310Base Volume Input [veh/h] Hazelton RdHazelton RdBusiness AccessName Volumes Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E21 Spack Consulting Version 5.00-03 Generated with AIntersection LOS 5.50Intersection Delay [s/veh] AAAApproach LOS 5.415.894.76Approach Delay [s/veh] 28.2933.716.6195th-Percentile Queue Length [ft] 1.131.350.2695th-Percentile Queue Length [veh] AAALane LOS Movement, Approach, & Intersection Results 0.280.310.08X, volume / capacity 12331209900Capacity per Entry Lane [veh/h] 1.001.001.00Pedestrian Impedance 12581234918Capacity of Entry and Bypass Lanes [veh/h] 34738675Entry Flow Rate [veh/h] 0.980.980.98HV Adjustment Factor 0.001020.001020.00102B (coefficient) 1380.001380.001380.00A (intercept) 3.003.003.00User-Defined Follow-Up Time [s] NoNoNoOverwrite Calculated Follow-Up Time 4.004.004.00User-Defined Critical Headway [s] NoNoNoOverwrite Calculated Critical Headway Lanes 14324873215309141393811330Adjusted Demand Flow Rate [veh/h] 13323469214292131373611310Demand Flow Rate [veh/h] 34534081Exiting Flow Rate [veh/h] 91110400Circulating Flow Rate [veh/h] 111Number of Conflicting Circulating Lanes Intersection Settings Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E22 Spack Consulting Version 5.00-03 Generated with YesYesCrosswalk 0.000.00Grade [%] 30.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 0000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftLeft2U-turnRight2RightThruLeftU-turnTurning Movement Lane Configuration SoutheastboundSouthwestboundApproach Business AccessSite AccessName Intersection Setup 55Pedestrian Volume [ped/h] 1151900013180Total Analysis Volume [veh/h] 3150003020Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 1051800012180Total Hourly Volume [veh/h] 0000000000Other Volume [veh/h] 0000000000Existing Site Adjustment Volume [veh/h] 0000000000Pass-by Trips [veh/h] 0000000000Diverted Trips [veh/h] 0000000000Site-Generated Trips [veh/h] 0000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1051800012180Base Volume Input [veh/h] Business AccessSite AccessName Volumes Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E23 Spack Consulting Version 5.00-03 Generated with AIntersection LOS 5.50Intersection Delay [s/veh] AAApproach LOS 4.484.26Approach Delay [s/veh] 3.121.9095th-Percentile Queue Length [ft] 0.120.0895th-Percentile Queue Length [veh] AALane LOS Movement, Approach, & Intersection Results 0.040.02X, volume / capacity 877892Capacity per Entry Lane [veh/h] 1.001.00Pedestrian Impedance 895911Capacity of Entry and Bypass Lanes [veh/h] 3623Entry Flow Rate [veh/h] 0.980.98HV Adjustment Factor 0.001020.00102B (coefficient) 1380.001380.00A (intercept) 3.003.00User-Defined Follow-Up Time [s] NoNoOverwrite Calculated Follow-Up Time 4.004.00User-Defined Critical Headway [s] NoNoOverwrite Calculated Critical Headway Lanes 1151900013180Adjusted Demand Flow Rate [veh/h] 1051800012180Demand Flow Rate [veh/h] 515Exiting Flow Rate [veh/h] 425408Circulating Flow Rate [veh/h] 11Number of Conflicting Circulating Lanes Intersection Settings Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E24 Spack Consulting Version 5.00-03 Generated with 0.447Volume to Capacity (v/c): CLevel Of Service: 24.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: York Avenue & Hazelton Road Intersection Level Of Service Report NoYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0035.0035.00Speed [mph] 100.00100.00100.00765.00100.00100.00275.00100.00175.00100.00100.00160.00Pocket Length [ft] 000100101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hazelton RdHazelton RdYork AveYork AveName Intersection Setup 5555Bicycle Volume [bicycles/h] 5555v_ab, Corner Pedestrian Volume [ped/h] 0550v_ci, Inbound Pedestrian Volume crossing mi 0550v_co, Outbound Pedestrian Volume crossing 5555v_di, Inbound Pedestrian Volume crossing m 5555v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 231012972188104682224747174Total Analysis Volume [veh/h] 63324147261716118743Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.97900.97900.97900.97900.97900.97900.97900.97900.97900.97900.97900.9790Peak Hour Factor 231012952184102668224731170Total Hourly Volume [veh/h] 80032003500200Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 1.101.752.402.200.003.803.601.600.702.102.001.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3110121272184137668226731170Base Volume Input [veh/h] Hazelton RdHazelton RdYork AveYork AveName Volumes Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E25 Spack Consulting Version 5.00-03 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoYesNoYesNoMinimum Recall 0.02.50.00.02.50.00.03.03.00.03.03.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0270025001500100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.53.00.03.53.0Vehicle Extension [s] 040004000703007030Split [s] 0.01.50.00.01.50.00.02.02.00.02.02.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 035003500652506525Maximum Green [s] 050050055055Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 140Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E26 Spack Consulting Version 5.00-03 Generated with 62.05137.38281.8264.41226.5541.28192.88193.13272.6495th-Percentile Queue Length [ft] 2.485.5011.272.589.061.657.727.7310.9195th-Percentile Queue Length [veh] 34.4776.32173.7435.78132.2522.93107.76107.94166.7550th-Percentile Queue Length [ft] 1.383.056.951.435.290.924.314.326.6750th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoYesCritical Lane Group DDEBBFAAELane Group LOS 49.1850.8261.3111.9913.9480.998.738.7372.19d, Delay for Lane Group [s/veh] 0.180.350.710.110.320.580.290.290.87X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.340.765.460.250.3813.090.560.5611.00d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.170.500.500.110.500.500.11k, delay calibration 48.8450.0755.8511.7413.5567.908.168.1661.18d1, Uniform Delay [s] 24927726891921583812961299200c, Capacity [veh/h] 120015331200152035721800186618701790s, saturation flow rate [veh/h] 0.040.060.160.070.190.010.200.200.10(v / s)_i Volume / Saturation Flow Rate 0.180.180.180.600.600.020.700.700.11g / C, Green / Cycle 25252585853979716g_i, Effective Green Time [s] 2.502.502.503.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.504.504.505.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 140140140140140140140140140C, Cycle Length [s] CRCRCLCCLLane Group Lane Group Calculations Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E27 Spack Consulting Version 5.00-03 Generated with Movement, Approach, & Intersection Results 61.31 50.8261.31 49.18 49.1849.1811.9972.19 8.73d_M, Delay for Movement [s/veh]13.948.73 80.99 E DE DDDBEAMovement LOS BAF 57.77 49.18d_A, Approach Delay [s/veh]15.5120.67 E DBApproach LOS C 24.43d_I, Intersection Delay [s/veh] CIntersection LOS 0.447Intersection V/C Other Modes 9.0 0.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 272.44 0.00M_CW, Crosswalk Circulation Area [ft²/ped]456.50 354.95 61.29 0.0061.29d_p, Pedestrian Delay [s]61.29 2.217 0.000I_p,int, Pedestrian LOS Score for Intersection 3.1352.740 B FCrosswalk LOS CB 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 507 507929c_b, Capacity of the bicycle lane [bicycles/h]929 39.10 39.10d_b, Bicycle Delay [s]20.14 20.14 2.086 1.647I_b,int, Bicycle LOS Score for Intersection 2.324 2.255 B ABBicycle LOS B ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E28 Spack Consulting Version 5.00-03 Generated with Lane Configuration and Traffic Control Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E29 Spack Consulting Version 5.00-03 Generated with Traffic Volume - Base Volume Scenario 2: 2 PM Existing Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E30 Spack Consulting Version 5.00-03 Generated with Intersection Analysis Summary 1/31/2018Report File: C:\...\AM 2020 No Build.pdf Scenario 3 AM 2020 No BuildVistro File: C:\...\Hazelton Vistro - Updates.vistro 3650 Hazelton Road V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B13.60.265NB LeftHCM 6th EditionSignalizedYork Avenue & Hazelton Road3 A3.7EB ThruHCM 6th EditionRoundaboutHazelton & Site Driveway2 B12.90.284NB LeftHCM 6th EditionSignalizedFrance Avenue & Hazelton Road1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E31 Spack Consulting Version 5.00-03 Generated with 0.284Volume to Capacity (v/c): BLevel Of Service: 12.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: France Avenue & Hazelton Road Intersection Level Of Service Report YesNoYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0040.0040.00Speed [mph] 125.00100.00125.00100.00100.0075.00100.00100.00225.00300.00100.00150.00Pocket Length [ft] 101001001101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hazelton RdHazelton RdFrance AveFrance AveName Intersection Setup 5555Bicycle Volume [bicycles/h] 5555v_ab, Corner Pedestrian Volume [ped/h] 5005v_ci, Inbound Pedestrian Volume crossing mi 5005v_co, Outbound Pedestrian Volume crossing 5555v_di, Inbound Pedestrian Volume crossing m 5555v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 471188211999921527368910Total Analysis Volume [veh/h] 12322132224838181722Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 43108121088913140676349Total Hourly Volume [veh/h] 19001003002200Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 1.001.003.753.501.800.001.251.301.253.751.253.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 611079310811895137876229Base Volume Input [veh/h] Hazelton RdHazelton RdFrance AveFrance AveName Volumes Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E32 Spack Consulting Version 5.00-03 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoYesNoYesNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.02.50.00.02.50.00.03.03.00.03.03.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0250028001300190Pedestrian Clearance [s] 070070070070Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 025002500501505015Split [s] 0.01.50.00.01.50.00.02.02.00.02.02.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 020002000451004510Maximum Green [s] 0100010003050305Minimum Green [s] --------Lag--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E33 Spack Consulting Version 5.00-03 Generated with 42.019.5084.6711.258.0492.9985.16173.9525.1982.6313.2095th-Percentile Queue Length [ft] 1.680.383.390.450.323.723.416.961.013.310.5395th-Percentile Queue Length [veh] 23.345.2847.046.254.4751.6647.3196.6413.9945.917.3450th-Percentile Queue Length [ft] 0.930.211.880.250.182.071.893.870.561.840.2950th-Percentile Queue Length [veh] NoNoYesNoNoNoNoYesNoYesNoCritical Lane Group CCDCDAADAAELane Group LOS 34.9233.6638.9133.7235.645.905.6653.097.838.6156.36d, Delay for Lane Group [s/veh] 0.220.040.380.050.040.270.270.820.080.230.43X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.520.071.020.080.060.510.2713.550.170.1712.28d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.500.500.180.500.500.11k, delay calibration 34.4033.5937.9033.6435.575.395.3939.547.668.4444.08d1, Uniform Delay [s] 21326123225123912862461185906306023c, Capacity [veh/h] 15371885135418101398187135801792151851241767s, saturation flow rate [veh/h] 0.030.010.060.010.010.180.180.080.050.130.01(v / s)_i Volume / Saturation Flow Rate 0.140.140.140.140.140.690.690.100.600.600.01g / C, Green / Cycle 12121212126262954541g_i, Effective Green Time [s] 2.502.502.502.502.503.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.504.504.504.504.505.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 9090909090909090909090C, Cycle Length [s] RCLCLCCLRCLLane Group Lane Group Calculations Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E34 Spack Consulting Version 5.00-03 Generated with Movement, Approach, & Intersection Results 33.72 33.7235.64 38.91 34.9233.665.9056.36 8.61d_M, Delay for Movement [s/veh]5.747.83 53.09 C CD CDCAEAMovement LOS AAD 34.50 37.23d_A, Approach Delay [s/veh]11.989.15 C DBApproach LOS A 12.94d_I, Intersection Delay [s/veh] BIntersection LOS 0.284Intersection V/C Other Modes 0.0 11.0g_Walk,mi, Effective Walk Time [s]11.0 11.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 1019.76M_CW, Crosswalk Circulation Area [ft²/ped]1158.17 1170.84 0.00 34.6734.67d_p, Pedestrian Delay [s]34.67 0.000 2.261I_p,int, Pedestrian LOS Score for Intersection 2.9673.186 F BCrosswalk LOS CC 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 456 4561000c_b, Capacity of the bicycle lane [bicycles/h]1000 26.90 26.90d_b, Bicycle Delay [s]11.28 11.28 1.598 1.832I_b,int, Bicycle LOS Score for Intersection 1.996 2.195 A ABBicycle LOS A ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E35 Spack Consulting Version 5.00-03 Generated with ALevel Of Service: 3.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: RoundaboutControl Type: Intersection 2: Hazelton & Site Driveway Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0Pocket Length [ft] 000000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] Right2RightThruLeftU-turnRightThruLeftLeft2U-turnRight2RightThruLeftU-turnTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Hazelton RdHazelton RdBusiness AccessName Intersection Setup 555Pedestrian Volume [ped/h] 071012601115321161400170Total Analysis Volume [veh/h] 02257033810430040Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor 0.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.880Peak Hour Factor 06892301013521141200150Total Hourly Volume [veh/h] 000000000000000Other Volume [veh/h] 000000000000000Existing Site Adjustment Volume [veh/h] 000000000000000Pass-by Trips [veh/h] 000000000000000Diverted Trips [veh/h] 000000000000000Site-Generated Trips [veh/h] 000000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 06872301013221141200150Base Volume Input [veh/h] Hazelton RdHazelton RdBusiness AccessName Volumes Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E36 Spack Consulting Version 5.00-03 Generated with AIntersection LOS 3.73Intersection Delay [s/veh] AAAApproach LOS 3.603.923.45Approach Delay [s/veh] 8.5812.222.1495th-Percentile Queue Length [ft] 0.340.490.0995th-Percentile Queue Length [veh] AAALane LOS Movement, Approach, & Intersection Results 0.100.140.03X, volume / capacity 130313031119Capacity per Entry Lane [veh/h] 1.001.001.00Pedestrian Impedance 133013301142Capacity of Entry and Bypass Lanes [veh/h] 13718732Entry Flow Rate [veh/h] 0.980.980.98HV Adjustment Factor 0.001020.001020.00102B (coefficient) 1380.001380.001380.00A (intercept) 3.003.003.00User-Defined Follow-Up Time [s] NoNoNoOverwrite Calculated Follow-Up Time 4.004.004.00User-Defined Critical Headway [s] NoNoNoOverwrite Calculated Critical Headway Lanes 071012601115321161400170Adjusted Demand Flow Rate [veh/h] 06892301013521141200150Demand Flow Rate [veh/h] 16613727Exiting Flow Rate [veh/h] 3737186Circulating Flow Rate [veh/h] 111Number of Conflicting Circulating Lanes Intersection Settings Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E37 Spack Consulting Version 5.00-03 Generated with YesYesCrosswalk 0.000.00Grade [%] 30.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 0000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftLeft2U-turnRight2RightThruLeftU-turnTurning Movement Lane Configuration SoutheastboundSouthwestboundApproach Business AccessSite AccessName Intersection Setup 55Pedestrian Volume [ped/h] 20100000000Total Analysis Volume [veh/h] 1030000000Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor 2090000000Total Hourly Volume [veh/h] 0000000000Other Volume [veh/h] 0000000000Existing Site Adjustment Volume [veh/h] 0000000000Pass-by Trips [veh/h] 0000000000Diverted Trips [veh/h] 0000000000Site-Generated Trips [veh/h] 0000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2090000000Base Volume Input [veh/h] Business AccessSite AccessName Volumes Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E38 Spack Consulting Version 5.00-03 Generated with AIntersection LOS 3.73Intersection Delay [s/veh] AAApproach LOS 3.233.17Approach Delay [s/veh] 0.790.0095th-Percentile Queue Length [ft] 0.030.0095th-Percentile Queue Length [veh] AALane LOS Movement, Approach, & Intersection Results 0.010.00X, volume / capacity 11451136Capacity per Entry Lane [veh/h] 1.001.00Pedestrian Impedance 11691159Capacity of Entry and Bypass Lanes [veh/h] 130Entry Flow Rate [veh/h] 0.980.98HV Adjustment Factor 0.001020.00102B (coefficient) 1380.001380.00A (intercept) 3.003.00User-Defined Follow-Up Time [s] NoNoOverwrite Calculated Follow-Up Time 4.004.00User-Defined Critical Headway [s] NoNoOverwrite Calculated Critical Headway Lanes 20100000000Adjusted Demand Flow Rate [veh/h] 2090000000Demand Flow Rate [veh/h] 82Exiting Flow Rate [veh/h] 163171Circulating Flow Rate [veh/h] 11Number of Conflicting Circulating Lanes Intersection Settings Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E39 Spack Consulting Version 5.00-03 Generated with 0.265Volume to Capacity (v/c): BLevel Of Service: 13.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: York Avenue & Hazelton Road Intersection Level Of Service Report NoYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0035.0035.00Speed [mph] 100.00100.00100.00765.00100.00100.00275.00100.00175.00100.00100.00160.00Pocket Length [ft] 000100101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hazelton RdHazelton RdYork AveYork AveName Intersection Setup 5555Bicycle Volume [bicycles/h] 5555v_ab, Corner Pedestrian Volume [ped/h] 0550v_ci, Inbound Pedestrian Volume crossing mi 0550v_co, Outbound Pedestrian Volume crossing 5555v_di, Inbound Pedestrian Volume crossing m 5555v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 41452117264560301746288Total Analysis Volume [veh/h] 10113318161407411522Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.81000.81000.81000.81000.81000.81000.81000.81000.81000.81000.81000.8100Peak Hour Factor 3134295852454241437471Total Hourly Volume [veh/h] 10014001700500Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 1.101.752.402.200.003.803.601.600.702.102.001.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4135595768445241936770Base Volume Input [veh/h] Hazelton RdHazelton RdYork AveYork AveName Volumes Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E40 Spack Consulting Version 5.00-03 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoYesNoYesNoMinimum Recall 0.02.50.00.02.50.00.03.03.00.03.03.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0270025001500100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.53.00.03.53.0Vehicle Extension [s] 025002500601506015Split [s] 0.01.50.00.01.50.00.02.02.00.02.02.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 020002000551005510Maximum Green [s] 0100010003050305Minimum Green [s] --------Lag--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E41 Spack Consulting Version 5.00-03 Generated with 7.8647.0076.6819.2991.7634.5967.5468.1399.0095th-Percentile Queue Length [ft] 0.311.883.070.773.671.382.702.733.9695th-Percentile Queue Length [veh] 4.3626.1142.6010.7250.9819.2137.5237.8555.0050th-Percentile Queue Length [ft] 0.171.041.700.432.040.771.501.512.2050th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoYesCritical Lane Group CDDAADAADLane Group LOS 33.9935.4336.406.267.2351.075.905.8951.51d, Delay for Lane Group [s/veh] 0.040.250.310.070.250.540.190.190.76X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.090.630.660.130.268.010.350.3410.00d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.500.110.500.500.11k, delay calibration 33.9034.7935.756.136.9743.065.555.5541.50d1, Uniform Delay [s] 20720726797222825512401258115c, Capacity [veh/h] 110115211415152135721800184318701790s, saturation flow rate [veh/h] 0.010.030.060.040.160.020.130.130.05(v / s)_i Volume / Saturation Flow Rate 0.140.140.140.640.640.030.670.670.06g / C, Green / Cycle 1212125858361616g_i, Effective Green Time [s] 2.502.502.503.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.504.504.505.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 909090909090909090C, Cycle Length [s] CRCRCLCCLLane Group Lane Group Calculations Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E42 Spack Consulting Version 5.00-03 Generated with Movement, Approach, & Intersection Results 36.40 35.4336.40 33.99 33.9933.996.2651.51 5.89d_M, Delay for Movement [s/veh]7.235.90 51.07 D DD CCCADAMovement LOS AAD 36.03 33.99d_A, Approach Delay [s/veh]9.1412.97 D CAApproach LOS B 13.56d_I, Intersection Delay [s/veh] BIntersection LOS 0.265Intersection V/C Other Modes 9.0 0.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 680.27 0.00M_CW, Crosswalk Circulation Area [ft²/ped]886.04 892.70 36.45 0.0036.45d_p, Pedestrian Delay [s]36.45 2.065 0.000I_p,int, Pedestrian LOS Score for Intersection 2.8102.588 B FCrosswalk LOS CB 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 456 4561222c_b, Capacity of the bicycle lane [bicycles/h]1222 26.90 26.90d_b, Bicycle Delay [s]6.82 6.82 1.805 1.576I_b,int, Bicycle LOS Score for Intersection 2.032 2.113 A ABBicycle LOS B ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E43 Spack Consulting Version 5.00-03 Generated with Lane Configuration and Traffic Control Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E44 Spack Consulting Version 5.00-03 Generated with Traffic Volume - Base Volume Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E45 Spack Consulting Version 5.00-03 Generated with Traffic Volume - Future Total Volume Scenario 3: 3 AM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E46 Spack Consulting Version 5.00-03 Generated with Intersection Analysis Summary 1/31/2018Report File: C:\...\PM 2020 No Build.pdf Scenario 4 PM 2020 No BuildVistro File: C:\...\Hazelton Vistro - Updates.vistro 3650 Hazelton Road V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. C24.60.455SB LeftHCM 6th EditionSignalizedYork Avenue & Hazelton Road3 A5.6EB ThruHCM 6th EditionRoundaboutHazelton & Site Driveway2 B14.00.475NB LeftHCM 6th EditionSignalizedFrance Avenue & Hazelton Road1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E47 Spack Consulting Version 5.00-03 Generated with 0.475Volume to Capacity (v/c): BLevel Of Service: 14.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: France Avenue & Hazelton Road Intersection Level Of Service Report YesNoYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0040.0040.00Speed [mph] 125.00100.00125.00100.00100.0075.00100.00100.00225.00300.00100.00150.00Pocket Length [ft] 101001001101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hazelton RdHazelton RdFrance AveFrance AveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 127241393271761031191140136211Total Analysis Volume [veh/h] 32635174225848353413Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.98300.98300.98300.98300.98300.98300.98300.98300.98300.98300.98300.9830Peak Hour Factor 125241373271761013188138133911Total Hourly Volume [veh/h] 41002002004500Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 1.001.003.753.501.800.001.251.301.253.751.253.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 16324134526178993184179131311Base Volume Input [veh/h] Hazelton RdHazelton RdFrance AveFrance AveName Volumes Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E48 Spack Consulting Version 5.00-03 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoYesNoYesNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.02.50.00.02.50.00.03.03.00.03.03.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0250028001300190Pedestrian Clearance [s] 070070070070Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 030003000803008030Split [s] 0.01.50.00.01.50.00.02.02.00.02.02.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 025002500752507525Maximum Green [s] 0100010003050305Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 140Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E49 Spack Consulting Version 5.00-03 Generated with 192.6933.60219.7842.1924.6615.1510.92286.6735.24116.5521.7395th-Percentile Queue Length [ft] 7.711.348.791.690.990.610.4411.471.414.660.8795th-Percentile Queue Length [veh] 107.6218.67127.2723.4413.708.426.06177.4419.5864.7512.0750th-Percentile Queue Length [ft] 4.300.755.090.940.550.340.247.100.782.590.4850th-Percentile Queue Length [veh] NoNoYesNoNoNoNoYesNoYesNoCritical Lane Group EDEDEAAEAAFLane Group LOS 57.3051.7764.6052.0155.010.770.5671.504.655.3283.78d, Delay for Lane Group [s/veh] 0.540.090.660.110.080.260.260.890.140.420.49X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.331.331.331.331.331.33Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.930.133.790.180.150.450.2413.680.300.4115.43d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.120.110.110.500.500.130.500.500.11k, delay calibration 55.3751.6460.8051.8354.860.320.3257.824.354.9168.36d1, Uniform Delay [s] 23527621027022113822639216987322623c, Capacity [veh/h] 16021885136018411409187535801792156751241767s, saturation flow rate [veh/h] 0.080.010.100.020.010.190.190.110.090.270.01(v / s)_i Volume / Saturation Flow Rate 0.150.150.150.150.150.740.740.120.630.630.01g / C, Green / Cycle 21212121211031031788882g_i, Effective Green Time [s] 2.502.502.502.502.503.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.504.504.504.504.505.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 140140140140140140140140140140140C, Cycle Length [s] RCLCLCCLRCLLane Group Lane Group Calculations Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E50 Spack Consulting Version 5.00-03 Generated with Movement, Approach, & Intersection Results 52.01 52.0155.01 64.60 57.3051.770.7783.78 5.32d_M, Delay for Movement [s/veh]0.634.65 71.50 D DE EEDAFAMovement LOS AAE 53.09 60.34d_A, Approach Delay [s/veh]11.665.83 D EBApproach LOS A 14.01d_I, Intersection Delay [s/veh] BIntersection LOS 0.475Intersection V/C Other Modes 0.0 11.0g_Walk,mi, Effective Walk Time [s]11.0 11.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 59.4359.43d_p, Pedestrian Delay [s]59.43 0.000 2.389I_p,int, Pedestrian LOS Score for Intersection 3.1583.452 F BCrosswalk LOS CC 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 364 3641071c_b, Capacity of the bicycle lane [bicycles/h]1071 46.82 46.82d_b, Bicycle Delay [s]15.09 15.09 1.640 2.106I_b,int, Bicycle LOS Score for Intersection 2.417 2.236 A BBBicycle LOS B ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E51 Spack Consulting Version 5.00-03 Generated with ALevel Of Service: 5.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: RoundaboutControl Type: Intersection 2: Hazelton & Site Driveway Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0Pocket Length [ft] 000000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] Right2RightThruLeftU-turnRightThruLeftLeft2U-turnRight2RightThruLeftU-turnTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Hazelton RdHazelton RdBusiness AccessName Intersection Setup 555Pedestrian Volume [ped/h] 14325374215316141403911340Total Analysis Volume [veh/h] 31631914793010100080Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor 0.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.944Peak Hour Factor 13323970214298131383711320Total Hourly Volume [veh/h] 000000000000000Other Volume [veh/h] 000000000000000Existing Site Adjustment Volume [veh/h] 000000000000000Pass-by Trips [veh/h] 000000000000000Diverted Trips [veh/h] 000000000000000Site-Generated Trips [veh/h] 000000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 13323469214292131373611310Base Volume Input [veh/h] Hazelton RdHazelton RdBusiness AccessName Volumes Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E52 Spack Consulting Version 5.00-03 Generated with AIntersection LOS 5.57Intersection Delay [s/veh] AAAApproach LOS 5.485.984.83Approach Delay [s/veh] 29.0534.796.8795th-Percentile Queue Length [ft] 1.161.390.2795th-Percentile Queue Length [veh] AAALane LOS Movement, Approach, & Intersection Results 0.280.320.08X, volume / capacity 12301208892Capacity per Entry Lane [veh/h] 1.001.001.00Pedestrian Impedance 12561233911Capacity of Entry and Bypass Lanes [veh/h] 35339477Entry Flow Rate [veh/h] 0.980.980.98HV Adjustment Factor 0.001020.001020.00102B (coefficient) 1380.001380.001380.00A (intercept) 3.003.003.00User-Defined Follow-Up Time [s] NoNoNoOverwrite Calculated Follow-Up Time 4.004.004.00User-Defined Critical Headway [s] NoNoNoOverwrite Calculated Critical Headway Lanes 14325374215316141403911340Adjusted Demand Flow Rate [veh/h] 13323970214298131383711320Demand Flow Rate [veh/h] 35234782Exiting Flow Rate [veh/h] 93111408Circulating Flow Rate [veh/h] 111Number of Conflicting Circulating Lanes Intersection Settings Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E53 Spack Consulting Version 5.00-03 Generated with YesYesCrosswalk 0.000.00Grade [%] 30.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 0000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftLeft2U-turnRight2RightThruLeftU-turnTurning Movement Lane Configuration SoutheastboundSouthwestboundApproach Business AccessSite AccessName Intersection Setup 55Pedestrian Volume [ped/h] 1151900013180Total Analysis Volume [veh/h] 3150003020Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 1051800012180Total Hourly Volume [veh/h] 0000000000Other Volume [veh/h] 0000000000Existing Site Adjustment Volume [veh/h] 0000000000Pass-by Trips [veh/h] 0000000000Diverted Trips [veh/h] 0000000000Site-Generated Trips [veh/h] 0000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1051800012180Base Volume Input [veh/h] Business AccessSite AccessName Volumes Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E54 Spack Consulting Version 5.00-03 Generated with AIntersection LOS 5.57Intersection Delay [s/veh] AAApproach LOS 4.524.30Approach Delay [s/veh] 3.141.9195th-Percentile Queue Length [ft] 0.130.0895th-Percentile Queue Length [veh] AALane LOS Movement, Approach, & Intersection Results 0.040.02X, volume / capacity 869885Capacity per Entry Lane [veh/h] 1.001.00Pedestrian Impedance 887903Capacity of Entry and Bypass Lanes [veh/h] 3623Entry Flow Rate [veh/h] 0.980.98HV Adjustment Factor 0.001020.00102B (coefficient) 1380.001380.00A (intercept) 3.003.00User-Defined Follow-Up Time [s] NoNoOverwrite Calculated Follow-Up Time 4.004.00User-Defined Critical Headway [s] NoNoOverwrite Calculated Critical Headway Lanes 1151900013180Adjusted Demand Flow Rate [veh/h] 1051800012180Demand Flow Rate [veh/h] 515Exiting Flow Rate [veh/h] 434416Circulating Flow Rate [veh/h] 11Number of Conflicting Circulating Lanes Intersection Settings Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E55 Spack Consulting Version 5.00-03 Generated with 0.455Volume to Capacity (v/c): CLevel Of Service: 24.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: York Avenue & Hazelton Road Intersection Level Of Service Report NoYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0035.0035.00Speed [mph] 100.00100.00100.00765.00100.00100.00275.00100.00175.00100.00100.00160.00Pocket Length [ft] 000100101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hazelton RdHazelton RdYork AveYork AveName Intersection Setup 5555Bicycle Volume [bicycles/h] 5555v_ab, Corner Pedestrian Volume [ped/h] 0550v_ci, Inbound Pedestrian Volume crossing mi 0550v_co, Outbound Pedestrian Volume crossing 5555v_di, Inbound Pedestrian Volume crossing m 5555v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2510121002192107696224762177Total Analysis Volume [veh/h] 63325148271746119144Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.97900.97900.97900.97900.97900.97900.97900.97900.97900.97900.97900.9790Peak Hour Factor 241012982188105681224746173Total Hourly Volume [veh/h] 80032003500200Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 1.101.752.402.200.003.803.601.600.702.102.001.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3110121272184137668226731170Base Volume Input [veh/h] Hazelton RdHazelton RdYork AveYork AveName Volumes Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E56 Spack Consulting Version 5.00-03 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoYesNoYesNoMinimum Recall 0.02.50.00.02.50.00.03.03.00.03.03.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0270025001500100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.53.00.03.53.0Vehicle Extension [s] 040004000703007030Split [s] 0.01.50.00.01.50.00.02.02.00.02.02.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 035003500652506525Maximum Green [s] 050050055055Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 140Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E57 Spack Consulting Version 5.00-03 Generated with 64.67141.36287.4667.35233.7640.91198.75199.01276.1995th-Percentile Queue Length [ft] 2.595.6511.502.699.351.647.957.9611.0595th-Percentile Queue Length [veh] 35.9378.53178.0437.41137.5822.73111.98112.17169.4550th-Percentile Queue Length [ft] 1.443.147.121.505.500.914.484.496.7850th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoYesCritical Lane Group DDEBBEAAELane Group LOS 48.9350.5861.5112.3114.3579.818.988.9871.97d, Delay for Lane Group [s/veh] 0.190.360.720.120.330.560.300.300.87X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.350.765.830.260.4011.990.590.5910.92d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.180.500.500.110.500.500.11k, delay calibration 48.5849.8255.6812.0513.9467.818.398.3961.05d1, Uniform Delay [s] 25228127191121413912901293203c, Capacity [veh/h] 120015331200152035721800186618701790s, saturation flow rate [veh/h] 0.040.070.160.070.190.010.210.210.10(v / s)_i Volume / Saturation Flow Rate 0.180.180.180.600.600.020.690.690.11g / C, Green / Cycle 26262684843979716g_i, Effective Green Time [s] 2.502.502.503.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.504.504.505.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 140140140140140140140140140C, Cycle Length [s] CRCRCLCCLLane Group Lane Group Calculations Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E58 Spack Consulting Version 5.00-03 Generated with Movement, Approach, & Intersection Results 61.51 50.5861.51 48.93 48.9348.9312.3171.97 8.98d_M, Delay for Movement [s/veh]14.358.98 79.81 E DE DDDBEAMovement LOS BAE 57.79 48.93d_A, Approach Delay [s/veh]15.8320.80 E DBApproach LOS C 24.64d_I, Intersection Delay [s/veh] CIntersection LOS 0.455Intersection V/C Other Modes 9.0 0.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 264.60 0.00M_CW, Crosswalk Circulation Area [ft²/ped]451.87 346.86 61.29 0.0061.29d_p, Pedestrian Delay [s]61.29 2.221 0.000I_p,int, Pedestrian LOS Score for Intersection 3.1482.748 B FCrosswalk LOS CB 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 507 507929c_b, Capacity of the bicycle lane [bicycles/h]929 39.10 39.10d_b, Bicycle Delay [s]20.14 20.14 2.098 1.650I_b,int, Bicycle LOS Score for Intersection 2.339 2.269 B ABBicycle LOS B ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E59 Spack Consulting Version 5.00-03 Generated with Lane Configuration and Traffic Control Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E60 Spack Consulting Version 5.00-03 Generated with Traffic Volume - Base Volume Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E61 Spack Consulting Version 5.00-03 Generated with Traffic Volume - Net New Site Trips Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E62 Spack Consulting Version 5.00-03 Generated with Traffic Volume - Future Total Volume Scenario 4: 4 PM 2020 No Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E63 Spack Consulting Version 5.00-03 Generated with Intersection Analysis Summary 1/31/2018Report File: C:\...\AM 2020 Build.pdf Scenario 5 AM 2020 BuildVistro File: C:\...\Hazelton Vistro - Updates.vistro 3650 Hazelton Road V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B14.10.278NB LeftHCM 6th EditionSignalizedYork Avenue & Hazelton Road3 A3.8EB ThruHCM 6th EditionRoundaboutHazelton & Site Driveway2 B14.00.300NB LeftHCM 6th EditionSignalizedFrance Avenue & Hazelton Road1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E64 Spack Consulting Version 5.00-03 Generated with 0.300Volume to Capacity (v/c): BLevel Of Service: 14.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: France Avenue & Hazelton Road Intersection Level Of Service Report YesNoYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0040.0040.00Speed [mph] 125.00100.00125.00100.00100.0075.00100.00100.00225.00300.00100.00150.00Pocket Length [ft] 101001001101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hazelton RdHazelton RdFrance AveFrance AveName Intersection Setup 5555Bicycle Volume [bicycles/h] 5555v_ab, Corner Pedestrian Volume [ped/h] 5005v_ci, Inbound Pedestrian Volume crossing mi 5005v_co, Outbound Pedestrian Volume crossing 5555v_di, Inbound Pedestrian Volume crossing m 5555v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 6412105211999921587768910Total Analysis Volume [veh/h] 16326132224839191722Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 59119721088913145716349Total Hourly Volume [veh/h] 19001003002300Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 16116000005500Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 1.001.003.753.501.800.001.251.301.253.751.253.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 611079310811895137876229Base Volume Input [veh/h] Hazelton RdHazelton RdFrance AveFrance AveName Volumes Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E65 Spack Consulting Version 5.00-03 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoYesNoYesNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.02.50.00.02.50.00.03.03.00.03.03.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0250028001300190Pedestrian Clearance [s] 070070070070Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 025002500501505015Split [s] 0.01.50.00.01.50.00.02.02.00.02.02.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 020002000451004510Maximum Green [s] 0100010003050305Minimum Green [s] --------Lag--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E66 Spack Consulting Version 5.00-03 Generated with 56.6210.14100.9711.007.92100.2491.98183.3628.4088.2513.4895th-Percentile Queue Length [ft] 2.260.414.040.440.324.013.687.331.143.530.5495th-Percentile Queue Length [veh] 31.455.6356.096.114.4055.6951.10101.8715.7849.037.4950th-Percentile Queue Length [ft] 1.260.232.240.240.182.232.044.070.631.960.3050th-Percentile Queue Length [veh] NoNoYesNoNoNoNoYesNoYesNoCritical Lane Group CCDCCAADAAELane Group LOS 34.2432.5538.6632.5934.836.426.1654.148.579.3957.98d, Delay for Lane Group [s/veh] 0.270.040.430.050.040.270.270.830.090.230.45X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.610.061.160.070.060.540.2814.750.200.1813.85d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.500.500.190.500.500.11k, delay calibration 33.6332.4937.5032.5234.775.885.8839.398.389.2044.13d1, Uniform Delay [s] 23628824727725312602411191879296922c, Capacity [veh/h] 15411885135718111400187135801792151851241767s, saturation flow rate [veh/h] 0.040.010.080.010.010.180.180.090.050.130.01(v / s)_i Volume / Saturation Flow Rate 0.150.150.150.150.150.670.670.110.580.580.01g / C, Green / Cycle 141414141461611052521g_i, Effective Green Time [s] 2.502.502.502.502.503.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.504.504.504.504.505.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 9090909090909090909090C, Cycle Length [s] RCLCLCCLRCLLane Group Lane Group Calculations Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E67 Spack Consulting Version 5.00-03 Generated with Movement, Approach, & Intersection Results 32.59 32.5934.83 38.66 34.2432.556.4257.98 9.39d_M, Delay for Movement [s/veh]6.248.57 54.14 C CC CDCAEAMovement LOS AAD 33.50 36.69d_A, Approach Delay [s/veh]12.789.93 C DBApproach LOS A 13.98d_I, Intersection Delay [s/veh] BIntersection LOS 0.300Intersection V/C Other Modes 0.0 11.0g_Walk,mi, Effective Walk Time [s]11.0 11.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 1012.54M_CW, Crosswalk Circulation Area [ft²/ped]1139.87 1150.48 0.00 34.6734.67d_p, Pedestrian Delay [s]34.67 0.000 2.272I_p,int, Pedestrian LOS Score for Intersection 2.9713.216 F BCrosswalk LOS CC 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 456 4561000c_b, Capacity of the bicycle lane [bicycles/h]1000 26.90 26.90d_b, Bicycle Delay [s]11.28 11.28 1.598 1.890I_b,int, Bicycle LOS Score for Intersection 1.999 2.199 A ABBicycle LOS A ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E68 Spack Consulting Version 5.00-03 Generated with ALevel Of Service: 3.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: RoundaboutControl Type: Intersection 2: Hazelton & Site Driveway Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0Pocket Length [ft] 000000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] Right2RightThruLeftU-turnRightThruLeftLeft2U-turnRight2RightThruLeftU-turnTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Hazelton RdHazelton RdBusiness AccessName Intersection Setup 555Pedestrian Volume [ped/h] 7710126011153111161400170Total Analysis Volume [veh/h] 22257033830430040Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor 0.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.8800.880Peak Hour Factor 668923010135101141200150Total Hourly Volume [veh/h] 000000000000000Other Volume [veh/h] 0000000-20000000Existing Site Adjustment Volume [veh/h] 000000000000000Pass-by Trips [veh/h] 000000000000000Diverted Trips [veh/h] 6000000100000000Site-Generated Trips [veh/h] 000000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 06872301013221141200150Base Volume Input [veh/h] Hazelton RdHazelton RdBusiness AccessName Volumes Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E69 Spack Consulting Version 5.00-03 Generated with AIntersection LOS 3.83Intersection Delay [s/veh] AAAApproach LOS 3.684.083.56Approach Delay [s/veh] 9.1813.272.2195th-Percentile Queue Length [ft] 0.370.530.0995th-Percentile Queue Length [veh] AAALane LOS Movement, Approach, & Intersection Results 0.110.150.03X, volume / capacity 129112731084Capacity per Entry Lane [veh/h] 1.001.001.00Pedestrian Impedance 131713001106Capacity of Entry and Bypass Lanes [veh/h] 14419632Entry Flow Rate [veh/h] 0.980.980.98HV Adjustment Factor 0.001020.001020.00102B (coefficient) 1380.001380.001380.00A (intercept) 3.003.003.00User-Defined Follow-Up Time [s] NoNoNoOverwrite Calculated Follow-Up Time 4.004.004.00User-Defined Critical Headway [s] NoNoNoOverwrite Calculated Critical Headway Lanes 7710126011153111161400170Adjusted Demand Flow Rate [veh/h] 668923010135101141200150Demand Flow Rate [veh/h] 18917527Exiting Flow Rate [veh/h] 4659217Circulating Flow Rate [veh/h] 111Number of Conflicting Circulating Lanes Intersection Settings Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E70 Spack Consulting Version 5.00-03 Generated with YesYesCrosswalk 0.000.00Grade [%] 30.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 0000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftLeft2U-turnRight2RightThruLeftU-turnTurning Movement Lane Configuration SoutheastboundSouthwestboundApproach Business AccessSite AccessName Intersection Setup 55Pedestrian Volume [ped/h] 2010000380220Total Analysis Volume [veh/h] 1030009050Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor 209000330190Total Hourly Volume [veh/h] 0000000000Other Volume [veh/h] 0000000000Existing Site Adjustment Volume [veh/h] 0000000000Pass-by Trips [veh/h] 0000000000Diverted Trips [veh/h] 000000330190Site-Generated Trips [veh/h] 0000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2090000000Base Volume Input [veh/h] Business AccessSite AccessName Volumes Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E71 Spack Consulting Version 5.00-03 Generated with AIntersection LOS 3.83Intersection Delay [s/veh] AAApproach LOS 3.443.61Approach Delay [s/veh] 0.854.1895th-Percentile Queue Length [ft] 0.030.1795th-Percentile Queue Length [veh] AALane LOS Movement, Approach, & Intersection Results 0.010.05X, volume / capacity 10761136Capacity per Entry Lane [veh/h] 1.001.00Pedestrian Impedance 10981159Capacity of Entry and Bypass Lanes [veh/h] 1362Entry Flow Rate [veh/h] 0.980.98HV Adjustment Factor 0.001020.00102B (coefficient) 1380.001380.00A (intercept) 3.003.00User-Defined Follow-Up Time [s] NoNoOverwrite Calculated Follow-Up Time 4.004.00User-Defined Critical Headway [s] NoNoOverwrite Calculated Critical Headway Lanes 2010000380220Adjusted Demand Flow Rate [veh/h] 209000330190Demand Flow Rate [veh/h] 811Exiting Flow Rate [veh/h] 224171Circulating Flow Rate [veh/h] 11Number of Conflicting Circulating Lanes Intersection Settings Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E72 Spack Consulting Version 5.00-03 Generated with 0.278Volume to Capacity (v/c): BLevel Of Service: 14.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: York Avenue & Hazelton Road Intersection Level Of Service Report NoYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0035.0035.00Speed [mph] 100.00100.00100.00765.00100.00100.00275.00100.00175.00100.00100.00160.00Pocket Length [ft] 000100101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hazelton RdHazelton RdYork AveYork AveName Intersection Setup 5555Bicycle Volume [bicycles/h] 5555v_ab, Corner Pedestrian Volume [ped/h] 0550v_ci, Inbound Pedestrian Volume crossing mi 0550v_co, Outbound Pedestrian Volume crossing 5555v_di, Inbound Pedestrian Volume crossing m 5555v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 41460118467560301746291Total Analysis Volume [veh/h] 10115321171407411523Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.81000.81000.81000.81000.81000.81000.81000.81000.81000.81000.81000.8100Peak Hour Factor 3134996854454241437474Total Hourly Volume [veh/h] 10016001800500Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0009010300003Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 1.101.752.402.200.003.803.601.600.702.102.001.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4135595768445241936770Base Volume Input [veh/h] Hazelton RdHazelton RdYork AveYork AveName Volumes Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E73 Spack Consulting Version 5.00-03 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoYesNoYesNoMinimum Recall 0.02.50.00.02.50.00.03.03.00.03.03.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0270025001500100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.53.00.03.53.0Vehicle Extension [s] 025002500601506015Split [s] 0.01.50.00.01.50.00.02.02.00.02.02.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 020002000551005510Maximum Green [s] 0100010003050305Minimum Green [s] --------Lag--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E74 Spack Consulting Version 5.00-03 Generated with 7.8654.4989.2520.5193.0234.5967.9568.54101.9995th-Percentile Queue Length [ft] 0.312.183.570.823.721.382.722.744.0895th-Percentile Queue Length [veh] 4.3730.2749.5811.3951.6819.2137.7538.0856.6650th-Percentile Queue Length [ft] 0.171.211.980.462.070.771.511.522.2750th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoYesCritical Lane Group CDDAADAADLane Group LOS 33.9635.6337.066.397.3651.075.945.9351.21d, Delay for Lane Group [s/veh] 0.050.290.370.070.250.540.190.190.77X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.100.750.860.140.268.010.350.349.82d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.500.110.500.500.11k, delay calibration 33.8634.8836.196.257.1043.065.605.5941.40d1, Uniform Delay [s] 19120926096722705512371255119c, Capacity [veh/h] 96915211344152135721800184318701790s, saturation flow rate [veh/h] 0.010.040.070.040.160.020.130.130.05(v / s)_i Volume / Saturation Flow Rate 0.140.140.140.640.640.030.670.670.07g / C, Green / Cycle 1212125757361616g_i, Effective Green Time [s] 2.502.502.503.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.504.504.505.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 909090909090909090C, Cycle Length [s] CRCRCLCCLLane Group Lane Group Calculations Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E75 Spack Consulting Version 5.00-03 Generated with Movement, Approach, & Intersection Results 37.06 35.6337.06 33.96 33.9633.966.3951.21 5.94d_M, Delay for Movement [s/veh]7.365.94 51.07 D DD CCCADAMovement LOS AAD 36.50 33.96d_A, Approach Delay [s/veh]9.2513.17 D CAApproach LOS B 14.05d_I, Intersection Delay [s/veh] BIntersection LOS 0.278Intersection V/C Other Modes 9.0 0.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 672.42 0.00M_CW, Crosswalk Circulation Area [ft²/ped]873.69 876.51 36.45 0.0036.45d_p, Pedestrian Delay [s]36.45 2.078 0.000I_p,int, Pedestrian LOS Score for Intersection 2.8322.591 B FCrosswalk LOS CB 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 456 4561222c_b, Capacity of the bicycle lane [bicycles/h]1222 26.90 26.90d_b, Bicycle Delay [s]6.82 6.82 1.842 1.576I_b,int, Bicycle LOS Score for Intersection 2.034 2.116 A ABBicycle LOS B ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E76 Spack Consulting Version 5.00-03 Generated with Lane Configuration and Traffic Control Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E77 Spack Consulting Version 5.00-03 Generated with Traffic Volume - Base Volume Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E78 Spack Consulting Version 5.00-03 Generated with Traffic Volume - Net New Site Trips Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E79 Spack Consulting Version 5.00-03 Generated with Traffic Volume - Future Total Volume Scenario 5: 5 AM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E80 Spack Consulting Version 5.00-03 Generated with Intersection Analysis Summary 1/31/2018Report File: C:\...\PM 2020 Build.pdf Scenario 6 PM 2020 BuildVistro File: C:\...\Hazelton Vistro - Updates.vistro 3650 Hazelton Road V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. C24.80.458SB LeftHCM 6th EditionSignalizedYork Avenue & Hazelton Road3 A5.8EB ThruHCM 6th EditionRoundaboutHazelton & Site Driveway2 B14.70.484NB LeftHCM 6th EditionSignalizedFrance Avenue & Hazelton Road1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E81 Spack Consulting Version 5.00-03 Generated with 0.484Volume to Capacity (v/c): BLevel Of Service: 14.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: France Avenue & Hazelton Road Intersection Level Of Service Report YesNoYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0040.0040.00Speed [mph] 125.00100.00125.00100.00100.0075.00100.00100.00225.00300.00100.00150.00Pocket Length [ft] 101001001101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hazelton RdHazelton RdFrance AveFrance AveName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 132231443271761031201151136211Total Analysis Volume [veh/h] 33636174225850383413Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.98300.98300.98300.98300.98300.98300.98300.98300.98300.98300.98300.9830Peak Hour Factor 130231423271761013198148133911Total Hourly Volume [veh/h] 40002002004600Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] -6-1-50-1000-7-600Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 1001001000171700Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 1.001.003.753.501.800.001.251.301.253.751.253.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 16324134526178993184179131311Base Volume Input [veh/h] Hazelton RdHazelton RdFrance AveFrance AveName Volumes Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E82 Spack Consulting Version 5.00-03 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoYesNoYesNoMaximum Recall NoNoNoNoNoNoMinimum Recall 0.02.50.00.02.50.00.03.03.00.03.03.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0250028001300190Pedestrian Clearance [s] 070070070070Walk [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 030003000803008030Split [s] 0.01.50.00.01.50.00.02.02.00.02.02.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 025002500752507525Maximum Green [s] 0100010003050305Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 140Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E83 Spack Consulting Version 5.00-03 Generated with 198.4232.04226.8941.9924.5317.2112.86301.9941.09126.4721.7395th-Percentile Queue Length [ft] 7.941.289.081.680.980.690.5112.081.645.060.8795th-Percentile Queue Length [veh] 111.7417.80132.5023.3313.639.567.15189.2022.8370.2612.0750th-Percentile Queue Length [ft] 4.470.715.300.930.550.380.297.570.912.810.4850th-Percentile Queue Length [veh] NoNoYesNoNoNoNoYesNoYesNoCritical Lane Group EDEDDAAEAAFLane Group LOS 57.0751.3264.8651.5854.500.870.6572.815.155.8683.78d, Delay for Lane Group [s/veh] 0.550.080.670.110.080.260.260.890.160.430.49X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.331.331.331.331.331.33Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.950.124.300.170.140.460.2415.500.340.4215.43d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.130.110.110.500.500.160.500.500.11k, delay calibration 55.1251.2060.5651.4154.360.410.4157.324.815.4468.36d1, Uniform Delay [s] 24028321527622613762627225973318023c, Capacity [veh/h] 16021885136018411410187535801792156751241767s, saturation flow rate [veh/h] 0.080.010.110.020.010.190.190.110.100.270.01(v / s)_i Volume / Saturation Flow Rate 0.150.150.150.150.150.730.730.130.620.620.01g / C, Green / Cycle 21212121211031031887872g_i, Effective Green Time [s] 2.502.502.502.502.503.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.000.002.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.504.504.504.504.505.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 140140140140140140140140140140140C, Cycle Length [s] RCLCLCCLRCLLane Group Lane Group Calculations Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E84 Spack Consulting Version 5.00-03 Generated with Movement, Approach, & Intersection Results 51.58 51.5854.50 64.86 57.0751.320.8783.78 5.86d_M, Delay for Movement [s/veh]0.735.15 72.81 D DD EEDAFAMovement LOS AAE 52.64 60.38d_A, Approach Delay [s/veh]12.436.36 D EBApproach LOS A 14.67d_I, Intersection Delay [s/veh] BIntersection LOS 0.484Intersection V/C Other Modes 0.0 11.0g_Walk,mi, Effective Walk Time [s]11.0 11.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 59.4359.43d_p, Pedestrian Delay [s]59.43 0.000 2.395I_p,int, Pedestrian LOS Score for Intersection 3.1603.464 F BCrosswalk LOS CC 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 364 3641071c_b, Capacity of the bicycle lane [bicycles/h]1071 46.82 46.82d_b, Bicycle Delay [s]15.09 15.09 1.640 2.119I_b,int, Bicycle LOS Score for Intersection 2.423 2.242 A BBBicycle LOS B ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E85 Spack Consulting Version 5.00-03 Generated with ALevel Of Service: 5.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: RoundaboutControl Type: Intersection 2: Hazelton & Site Driveway Intersection Level Of Service Report YesYesYesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0100.0Pocket Length [ft] 000000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] Right2RightThruLeftU-turnRightThruLeftLeft2U-turnRight2RightThruLeftU-turnTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Hazelton RdHazelton RdBusiness AccessName Intersection Setup 555Pedestrian Volume [ped/h] 21325374215316361403901340Total Analysis Volume [veh/h] 51631914799010100080Total 15-Minute Volume [veh/h] 1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Other Adjustment Factor 0.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.9440.944Peak Hour Factor 20323970214298341383701320Total Hourly Volume [veh/h] 000000000000000Other Volume [veh/h] -14000000-14000-1000Existing Site Adjustment Volume [veh/h] 000000000000000Pass-by Trips [veh/h] 000000000000000Diverted Trips [veh/h] 21000000350000000Site-Generated Trips [veh/h] 000000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.000Base Volume Adjustment Factor 13323469214292131373611310Base Volume Input [veh/h] Hazelton RdHazelton RdBusiness AccessName Volumes Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E86 Spack Consulting Version 5.00-03 Generated with AIntersection LOS 5.79Intersection Delay [s/veh] AAAApproach LOS 5.706.234.97Approach Delay [s/veh] 30.7838.016.9995th-Percentile Queue Length [ft] 1.231.520.2895th-Percentile Queue Length [veh] AAALane LOS Movement, Approach, & Intersection Results 0.290.340.09X, volume / capacity 12041201867Capacity per Entry Lane [veh/h] 1.001.001.00Pedestrian Impedance 12291226885Capacity of Entry and Bypass Lanes [veh/h] 36141776Entry Flow Rate [veh/h] 0.980.980.98HV Adjustment Factor 0.001020.001020.00102B (coefficient) 1380.001380.001380.00A (intercept) 3.003.003.00User-Defined Follow-Up Time [s] NoNoNoOverwrite Calculated Follow-Up Time 4.004.004.00User-Defined Critical Headway [s] NoNoNoOverwrite Calculated Critical Headway Lanes 21325374215316361403901340Adjusted Demand Flow Rate [veh/h] 20323970214298341383701320Demand Flow Rate [veh/h] 35835581Exiting Flow Rate [veh/h] 114116437Circulating Flow Rate [veh/h] 111Number of Conflicting Circulating Lanes Intersection Settings Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E87 Spack Consulting Version 5.00-03 Generated with YesYesCrosswalk 0.000.00Grade [%] 30.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 0000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftLeft2U-turnRight2RightThruLeftU-turnTurning Movement Lane Configuration SoutheastboundSouthwestboundApproach Business AccessSite AccessName Intersection Setup 55Pedestrian Volume [ped/h] 11519000210140Total Analysis Volume [veh/h] 3150005030Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 10518000200130Total Hourly Volume [veh/h] 0000000000Other Volume [veh/h] 000000-12-1-80Existing Site Adjustment Volume [veh/h] 0000000000Pass-by Trips [veh/h] 0000000000Diverted Trips [veh/h] 000000200130Site-Generated Trips [veh/h] 0000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.02Growth Rate 2.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1051800012180Base Volume Input [veh/h] Business AccessSite AccessName Volumes Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E88 Spack Consulting Version 5.00-03 Generated with AIntersection LOS 5.79Intersection Delay [s/veh] AAApproach LOS 4.584.44Approach Delay [s/veh] 3.193.0995th-Percentile Queue Length [ft] 0.130.1295th-Percentile Queue Length [veh] AALane LOS Movement, Approach, & Intersection Results 0.040.04X, volume / capacity 858885Capacity per Entry Lane [veh/h] 1.001.00Pedestrian Impedance 875903Capacity of Entry and Bypass Lanes [veh/h] 3636Entry Flow Rate [veh/h] 0.980.98HV Adjustment Factor 0.001020.00102B (coefficient) 1380.001380.00A (intercept) 3.003.00User-Defined Follow-Up Time [s] NoNoOverwrite Calculated Follow-Up Time 4.004.00User-Defined Critical Headway [s] NoNoOverwrite Calculated Critical Headway Lanes 11519000210140Adjusted Demand Flow Rate [veh/h] 10518000200130Demand Flow Rate [veh/h] 537Exiting Flow Rate [veh/h] 447416Circulating Flow Rate [veh/h] 11Number of Conflicting Circulating Lanes Intersection Settings Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E89 Spack Consulting Version 5.00-03 Generated with 0.458Volume to Capacity (v/c): CLevel Of Service: 24.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: York Avenue & Hazelton Road Intersection Level Of Service Report NoYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0035.0035.00Speed [mph] 100.00100.00100.00765.00100.00100.00275.00100.00175.00100.00100.00160.00Pocket Length [ft] 000100101001No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hazelton RdHazelton RdYork AveYork AveName Intersection Setup 5555Bicycle Volume [bicycles/h] 5555v_ab, Corner Pedestrian Volume [ped/h] 0550v_ci, Inbound Pedestrian Volume crossing mi 0550v_co, Outbound Pedestrian Volume crossing 5555v_di, Inbound Pedestrian Volume crossing m 5555v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 2510121032194112696224762179Total Analysis Volume [veh/h] 63326149281746119145Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.97900.97900.97900.97900.97900.97900.97900.97900.97900.97900.97900.9790Peak Hour Factor 2410121012190110681224746175Total Hourly Volume [veh/h] 80032003500200Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000-30-5-60000-8Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 00060711000010Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.021.021.021.021.021.021.021.021.021.021.021.02Growth Rate 1.101.752.402.200.003.803.601.600.702.102.001.40Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3110121272184137668226731170Base Volume Input [veh/h] Hazelton RdHazelton RdYork AveYork AveName Volumes Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E90 Spack Consulting Version 5.00-03 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoMaximum Recall NoNoYesNoYesNoMinimum Recall 0.02.50.00.02.50.00.03.03.00.03.03.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0270025001500100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.00.00.03.00.00.03.53.00.03.53.0Vehicle Extension [s] 040004000703007030Split [s] 0.01.50.00.01.50.00.02.02.00.02.02.0All red [s] 0.03.00.00.03.00.00.03.03.00.03.03.0Amber [s] 035003500652506525Maximum Green [s] 050050055055Minimum Green [s] --------Lead--LeadLead / Lag Auxiliary Signal Groups 047083061025Signal group PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 140Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E91 Spack Consulting Version 5.00-03 Generated with 64.54145.63290.2971.29235.2140.91199.68199.94278.6795th-Percentile Queue Length [ft] 2.585.8311.612.859.411.647.998.0011.1595th-Percentile Queue Length [veh] 35.8680.90180.2139.61138.6522.73112.65112.84171.3450th-Percentile Queue Length [ft] 1.433.247.211.585.550.914.514.516.8550th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoYesCritical Lane Group DDEBBEAAELane Group LOS 48.7650.5361.6212.5214.5379.819.069.0671.91d, Delay for Lane Group [s/veh] 0.190.360.720.120.330.560.300.300.87X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.350.786.030.280.4111.990.590.5910.94d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.190.500.500.110.500.500.11k, delay calibration 48.4149.7555.6012.2414.1267.818.478.4760.97d1, Uniform Delay [s] 25428327390721333912871290205c, Capacity [veh/h] 120015331200152035721800186618701790s, saturation flow rate [veh/h] 0.040.070.160.070.190.010.210.210.10(v / s)_i Volume / Saturation Flow Rate 0.180.180.180.600.600.020.690.690.11g / C, Green / Cycle 26262684843979716g_i, Effective Green Time [s] 2.502.502.503.003.003.003.003.003.00l2, Clearance Lost Time [s] 2.000.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.504.504.505.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 140140140140140140140140140C, Cycle Length [s] CRCRCLCCLLane Group Lane Group Calculations Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E92 Spack Consulting Version 5.00-03 Generated with Movement, Approach, & Intersection Results 61.62 50.5361.62 48.76 48.7648.7612.5271.91 9.06d_M, Delay for Movement [s/veh]14.539.06 79.81 E DE DDDBEAMovement LOS BAE 57.80 48.76d_A, Approach Delay [s/veh]15.9920.96 E DBApproach LOS C 24.82d_I, Intersection Delay [s/veh] CIntersection LOS 0.458Intersection V/C Other Modes 9.0 0.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 251.54 0.00M_CW, Crosswalk Circulation Area [ft²/ped]447.25 344.17 61.29 0.0061.29d_p, Pedestrian Delay [s]61.29 2.225 0.000I_p,int, Pedestrian LOS Score for Intersection 3.1522.749 B FCrosswalk LOS CB 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 507 507929c_b, Capacity of the bicycle lane [bicycles/h]929 39.10 39.10d_b, Bicycle Delay [s]20.14 20.14 2.106 1.650I_b,int, Bicycle LOS Score for Intersection 2.341 2.273 B ABBicycle LOS B ----------------Ring 4 ----------------Ring 3 ------------8-65Ring 2 ------------4-21Ring 1 Sequence Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E93 Spack Consulting Version 5.00-03 Generated with Lane Configuration and Traffic Control Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E94 Spack Consulting Version 5.00-03 Generated with Traffic Volume - Base Volume Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E95 Spack Consulting Version 5.00-03 Generated with Traffic Volume - Net New Site Trips Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E96 Spack Consulting Version 5.00-03 Generated with Traffic Volume - Future Total Volume Scenario 6: 6 PM 2020 Build Appendix E: Capacity Analysis Backup 3650 Hazelton RoadTraffic Impact Study E97 Spack Consulting One SE Main Street, Suite 204, Minneapolis, MN 55414 888.232.5512 www.SpackConsulting.com Technical Memorandum To: Cary Teague, Community Development Director – City of Edina From: Max Moreland, PE Date: July 15, 2019 Re: 3650 Hazelton - Parking Review Spack Consulting completed a traffic study for a proposed high-rise apartment development located at 3650 Hazelton Road in Edina, Minnesota in February 2018. This technical memorandum is an addendum to that study, providing a review of parking. The purpose is to determine the adequacy of the proposed off-street parking. To that end, this memorandum documents the proposed supply of off-street parking, examine the City code requirements for parking, and review the expected parking demand for the site. Conclusions The principal findings of this technical memorandum are: • The proposed high-rise apartment development will provide 277 parking stalls for the 185-unit building. • Peak parking demand based on the Institute of Transportation Engineers’ national data is expected to be 242 occupied stalls during a typical weekday. • Peak parking demand based on Spack Consulting local data for similar residential development is expected to be 147 occupied stalls during a typical weekday. Based on the above findings, we expect the proposed parking supply to adequately accommodate the parking needs. Site Characteristics The development site is located at the current Guitar Center site on Hazelton Road. The high-rise apartment development is proposed to house 185 dwelling units in 19. The current planned parking is 277 stalls in a fully enclosed parking garage, a rate of 1.50 stalls per unit, to accommodate both residents of the building and their guests. Spack Consulting 2 of 2 3650 Hazelton Parking Review One SE Main Street, Suite 204, Minneapolis, MN 55414 888.232.5512 www.SpackConsulting.com Parking Review A parking generation analysis was performed for the proposed site based on the methods and average rates published in the Institute of Transportation Engineers’ (ITE) Parking Generation, 5th Edition. The ITE Parking Generation is an informational report of compiled parking studies for existing developments throughout the United States. Using the supplied data for a high-rise apartment building, Table 1 shows the weekday parking generation of the proposed development based on the number of dwelling units. Spack Consulting also collects local data to supplement the national ITE data. Local data better reflects our region’s driving habits and can be a more reliable indicator of demand. Table 1 also presented our local parking generation for similar residential developments. Table 1 – Weekday Peak Period Parking Demand – High-Rise Apartment Source - Land Use Code Development Description (size) Peak Parking Occupied Stalls Weekday 222 High-Rise Apartment (185 Dwelling Units) 181 Local1 Apartment (185 Dwelling Units) 147 1 Local = Parking generation data collected by Spack Consulting. The national and local data both suggest the peak demand for the proposed residential development will be less than the proposed supply. Thus, we expect the proposed parking supply to accommodate peak parking demand adequately. 8/16/2019 1 Zoning Ordinance Amendment – PUD-14 3650 Hazelton Road EdinaMN.gov 2 8/16/2019 2 EdinaMN.gov 3 EdinaMN.gov 4 8/16/2019 3 Original Approval: EdinaMN.gov 5 •Preliminary Approval (March/April 2018 PC & CC Review): 186 units & 19 stories (298 parking stalls) •Final Approval (October 16 – CC Review): 167 units & 19 stories •Proposed: 185 units & 18 stories (277 parking stalls) Current Proposal: Request Requires: www.EdinaMN.gov 6 Zoning Ordinance Amendment - Revised PUD, Planned Unit Development – 14 8/16/2019 4 EdinaMN.gov 7 Approved Plan Proposed Plan EdinaMN.gov 8 Approved Plan Proposed Plan 8/16/2019 5 EdinaMN.gov 9 Approved Plan Proposed Plan EdinaMN.gov 10 Approved Plan Proposed Plan 8/16/2019 6 EdinaMN.gov 11 Approved Plan Proposed Plan EdinaMN.gov 12 Approved Plan Proposed Plan 8/16/2019 7 EdinaMN.gov 13 * Allowed per PUD-14 – Stricken Language **Revised Language Proposed Building Setbacks Front – Hazelton Road Side - East Side – West Rear – North Podium Tower 45 feet 70 feet 10 feet 30 feet 15 feet 70 feet 10 feet 10 feet Building Height Nineteen stories and 220 feet* Eighteen stories and 210 feet** Maximum Floor Area Ratio (FAR) 7.0%* 4.6** Parking Stalls 298 enclosed* 277 enclosed** Parking Stall Size 8.5 x 18’ Drive Aisle Width 24 feet Primary Issue Are the proposed Plan amendments reasonable to justify the revised PUD, Planned Unit Development? EdinaMN.gov 14 8/16/2019 8 Primary Issue Are the proposed Plan amendments reasonable to justify the revised PUD, Planned Unit Development? EdinaMN.gov 15 Yes. Staff believes the proposed amendments are reasonable for the following reasons: 1. The proposal would be one-story and ten feet shorter than the previously approved plan. 2. The proposal would be one unit less than the plans that were approved at Preliminary Rezoning. 3. There are no changes proposed to the building material or general look of the building. 4. There are no changes proposed to the site or landscape plan. 5. Spack Consulting has concluded that the proposed parking is adequate to serve the project. Recommendation EdinaMN.gov 16 8/16/2019 9 EdinaMN.gov 17 EdinaMN.gov 18 8/16/2019 10 EdinaMN.gov 19 EdinaMN.gov 20 8/16/2019 11 EdinaMN.gov 21 EdinaMN.gov 22 8/16/2019 12 EdinaMN.gov 23 EdinaMN.gov 24 8/16/2019 13 EdinaMN.gov 25 EdinaMN.gov 26 8/16/2019 14 EdinaMN.gov 27 EdinaMN.gov 28 8/16/2019 15 EdinaMN.gov 29 EdinaMN.gov 30 8/16/2019 16 EdinaMN.gov 31 EDINA PROMENADE RESIDENCES REDEVELOPMENT & LANDMARK VISION Edina, MN CITY COUNCIL HEARING August 07, 2019 LUND REAL ESTATE PARTNERS LLC | 23650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Existing Site Conditions | 33650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Context MapFRANCE AVE SHAZELTON RD YORK AVE SHAZELTON R D TARGET LUNDS & BYERLYS GALERIA EDINA SOUTHDALE LIBRARY W 70TH ST YORKTOWN SHOPS RUE de FRANCESHOPS USBANK PROMENADE3650 | 43650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Project Updates PROJECT UPDATES PREVIOUS DESIGN 19 Stories218 feet CURRENT DESIGN 18 Stories207 feetHEIGHT DWELLING UNITS BUILDING AREA FLOOR AREA RATIO PARKING # OF BEDROOMS 186 382,669 SF 4.8 298 262 185 362,000 SF 4.6 277 259 | 53650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS PREVIOUS DESIGN CURRENT DESIGN | 63650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS March 28, 2018 | 6EDINA PROMENADE RESIDENCES LUND REAL ESTATE PARTNERS Site Plan N(Promenade)AutoCourt PublicArtAmenityWalk-Up Units(Tower) Tower (Yellow) Plinth (Red) Service Porch (Terrace) (Terrace) (Terrace) (Terrace)Bike PathWalking PathSite Plan N HAZELTON ROAD (TARGET) (1-STORY COMMERCIAL) (ROUNDABOUT) (1-STORY COMMERCIAL) | 73650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Street Level Plan N UP DN Parking 17' - 2" 0' 162' - 10" 2' - 6" 20' - 0"Move InTrashMail Office Packages Up Down -5'-5' Dog Run Up PackageLockers Fire Command Move In / Delivery0'Bike Room 47 Pagoda Above PLAN NORTH Scale:1" = 30'-0" 3650 Hazelton Rd. - Edina Street Level Plan June 12, 2019 (Porch) Townhome Unit Parking Garage Townhome Unit Townhome Unit Townhome Unit Townhome Unit Lobby | 83650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Building Rendering - Looking Northeast | 93650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Context View - Looking NorthAlong The Promenade | 103650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Building Rendering - Looking Northwest | 113650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS View Of Promenade - Showing Public Art Amenity & Landscape | 123650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Public Lawn At Promenade - WithView of Building Lobby | 133650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Townhome Walk-Up Stoops Along Promenade - Looking South | 143650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS View Of Street-Level Porch | 153650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Perspective View of Auto Court | 163650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Entry Lobby | 173650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS View Of Amenity Deck, Looking South | 183650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS View Of North and West Elevations | 193650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Context View - Looking Northeast | 203650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Landscape Plan | 213650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Visioning Images - Streetscape and Public Realm Design | 223650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Visioning Images - Outdoor Courtyards | 233650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS January 10, 2018 | 1HAZELTON ROAD APARTMENTS - EDINA LUND REAL ESTATE PARTNERS Promenade - Edge LandscapeVisioning Images - Promenade Landscape | 243650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Perspective Views - Landscape Design | 253650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Stormwater Management • Current site stormwater is untreated with a significant portion running off from the parking lot surface. • Redevelopment of the site improves stormwater management through the addition of greenspace, an infiltration raingarden, a subsurface infiltration system, and significantly reduced parking area. • Permeable pavers are planned for the auto court area - promotes hardscape point source infiltration. • Infiltration basin on the Promenade will collect clean roof run-off and will support the landscape improvements. • The subsurface infiltration system collects runoff from the main tower and deck and is sized more than 50% larger than the baseline required by the Watershed. • Additional landscape/lawn areas on the roof are planned and will add to the overall enhancements. • These improvements will position the project to be part of the Watershed Stormwater Volume Credit Program. STORMWATER MANAGEMENT | 263650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Stormwater Management E E E HH ST ST ST ST E E S S S T CONNECT TOEXISTING STM SWRSTMH-101(VERIFY INVERT) STMH 202RE=871.00IE=868.62SUMP=865.50 33 LF TRENCHDRAIN 6 LF 12" STM @ 47.8% 5 LF STM @ 1.00% IE=865.75 STMH 201RE=872.40IE(N)=866.90IE(W)=865.25IE(S)=865.75 45 LF 15" STM @ 1.00%22 LF 12" STM@ 5.0%RD IE=868.00 UNDERGROUND INFILTRATION SYSTEM240 LF PERF 60" CMPINF VOL. REQ. = 3200 CFINF. VOL. PROVIDED BELOW OUTLET=5600 CF 22 LF 12" STM @ 2.0% OCS-102RE=870.80IE=866.80 RDIE=871.00 OUTLETIE=870.80 20 LF 8" STM @ 1.0%N:\0014302.00\DWG\CIVIL\0014302ST01.DWG0014302.00EDINA, MN02/23/2018EDINA PROMENADE RESIDENCESSTORMWATER PLANEDINA PROMENADE RESIDENCESC500.02/23/2018DAVID BADE..02/23/201802/23/2018...02/23/2018MINNEAPOLISMINNESOTA3650 HAZELTON, LLC............0'20'40'60' NOT FOR CONSTRUCTION Common Ground Alliance SHEET NUMBER: Call 48 Hours before digging:811 or call811.com DATE: © 2017 Westwood Professional Services, Inc.DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAFIELD WORK DATE:FIELD CREW:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:PREPARED FOR:Phone (952) 937-5150 12701 Whitewater Drive, Suite #300Fax (952) 937-5822 Minnetonka, MN 55343(888) 937-51501. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES. 2. ALL STORM SEWER MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS,MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF"STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION ANDSANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERSASSOCIATION OF MINNESOTA. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATEAND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEERTHAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDDIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS ANDEXACT BUILDING UTILITY CONNECTION LOCATIONS. 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OFTHE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINECONSTRUCTION WITH THE UTILITY COMPANIES. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, ANDUTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIREDTESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSETO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SOBY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONSOF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGSWITH STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 8. UTILITY SERVICES TYPICALLY TERMINATE 2' OUTSIDE BUILDING WALL UNLESS OTHERWISESHOWN OR NOTED. 9. STORM SEWER PIPE: A. RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY. B. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER,CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76WITH R-4 GASKETS. C. HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTOM252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321. D. PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 ANDINSTALLED PER ASTM D2321. E. CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING. F. ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT ORWATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWERLOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712. 10. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA PLUMBING CODE, PART 604.9. 11. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITHAN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATIONAND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNEROR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. 12. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS INPAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPEDELEVATIONS. GENERAL STORM SEWER NOTES STORM SEWER LEGENDEXISTINGPROPOSED s SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINEPROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE VERTICAL UTILITY SEPARATION OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTER X.X | 273650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS March 28, 2018 | 6EDINA PROMENADE RESIDENCES LUND REAL ESTATE PARTNERS Site Plan N(Promenade)AutoCourt PublicArtAmenityWalk-Up Units(Tower) Tower (Yellow) Plinth (Red) Service Porch (Terrace) (Terrace) (Terrace) (Terrace)Bike PathWalking PathSite Plan N HAZELTON ROAD (TARGET) (1-STORY COMMERCIAL) (ROUNDABOUT) (1-STORY COMMERCIAL) | 283650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Building Rendering - Looking Northeast | 293650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Parking -15' Parking PLAN NORTH Scale:1" = 30'-0" 3650 Hazelton Rd. - Edina P2 Parking Plan June 12, 2019 P2 - Parking Plan | 303650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS UP DN -10'One Way-15' -10'Down-15'-15'Parking Circulation Parking PLAN NORTH Scale:1" = 30'-0" 3650 Hazelton Rd. - Edina P1 Parking Plan June 12, 2019 P1 - Parking Plan | 313650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS UP DN Parking 17' - 2" 0' 162' - 10" 2' - 6" 20' - 0"Move InTrashMail Office Packages Up Down -5'-5' Dog Run Up PackageLockers Fire Command Move In / Delivery0'Bike Room 47 Lobby Circulation Parking Townhome Lower Pagoda Above PLAN NORTH Scale:1" = 30'-0" 3650 Hazelton Rd. - Edina Street Level Plan June 12, 2019 Street Level Plan | 323650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS DN DN UP Parking Trash Up Down 12' Open to Lobby Below Amenity +6'+6' 12' Conference Work Space Office Down 12' +6Maintenance 1 BR Den Amenity Circulation Parking Townhome Upper PLAN NORTH Scale:1" = 30'-0" 3650 Hazelton Rd. - Edina Level 2 Plan June 12, 2019 Level 2 Plan | 333650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS UPDN Trash DownUp +17 +22 +17 +22 +17 Parking 1 BR 2 BR Alcove Circulation Guest Suite Parking Studio PLAN NORTH Scale:1" = 30'-0" 3650 Hazelton Rd. - Edina Level 3 Plan June 12, 2019 Level 3 Plan | 343650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS DN DN DN DNUP UP Parking Trash Down +27 +27 +32' +32'POOL STRUCTURE ABOVE1 BR 1 BR Den 2 BR Alcove Circulation Parking Studio PLAN NORTH Scale:1" = 30'-0" 3650 Hazelton Rd. - Edina Level 4 Plan June 12, 2019 Level 4 Plan | 353650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS DNUP DNUP Trash Elec Fitness Lawn Pool Private TerracePrivate TerracePrivate TerracePrivate TerraceAmenity Private TerracePrivate TerraceMen Women Fitness Stair Exit Private Terrace1 BR 1 BR Den 2 BR 2 BR Den Alcove Amenity Circulation PLAN NORTH Scale:1" = 30'-0" 3650 Hazelton Rd. - Edina Level 5 Plan June 12, 2019 Level 5 Plan Outdoor Kitchen Yoga / Spin Platform Firepits | 363650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS DN DN UP UP Trash10' x 8' 8' x 12' 8' x 10' 8' x 10' 8' x 10' 8' x 10' 7' x 10' 10' x 8'10' x 8' 1 BR 2 BR 2 BR Den Alcove Circulation Amenity Terrace at Level 5 Level 5 Terrace Below Elec PLAN NORTH Scale:1" = 30'-0" 3650 Hazelton Rd. - Edina Levels 6-14 Plan June 12, 2019 Levels 6-14 Plan | 373650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS DN DN Circulation Penthouse PLAN NORTH Scale:1" = 30'-0" 3650 Hazelton Rd. - Edina Levels 15-16 June 12, 2019 Levels 15-16 Plan | 383650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS DN DN UP Circulation Penthouse PLAN NORTH Scale:1" = 30'-0" 3650 Hazelton Rd. - Edina Level 17 Plan June 12, 2019 Level 17 Plan | 393650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS DNUP Amenity Circulation Mech Terrace Open to Dwelling Below PLAN NORTH Scale:1" = 30'-0" 3650 Hazelton Rd. - Edina Level 18 Skyline Lounge Plan June 12, 2019 Rooftop Club Room and Private Dining Sky Lounge | 403650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Project Metrics Res GSF Res NRSF DU's Indoor Park Efficiency Level P2 6 Level P1 71 Level 1 7,306 3,776 5 41 51.7% Level 2 8,369 5,911 1 51 70.6% Level 3 11,304 7,580 12 58 67.1% Level 4 11,304 8,587 13 50 76.0% Level 5 12,271 9,223 10 75.2% Level 6 15,385 13,195 14 85.8% Level 7 15,385 13,195 14 85.8% Level 8 15,385 13,195 14 85.8% Level 9 15,385 13,195 14 85.8% Level 10 15,385 13,195 14 85.8% Level 11 15,385 13,195 14 85.8% Level 12 15,385 13,195 14 85.8% Level 13 15,385 13,195 14 85.8% Level 14 15,385 13,195 14 85.8% Level 15 15,354 13,115 7 85.4% Level 16 15,354 13,115 7 85.4% Level 17 13,926 11,738 4 84.3% Level 18 Total 233,653 191,800 185 277 82.09%RSF per DU 1.50 GSF per DUParking Ratio 3,530 2,458 2,717 3,048 1,037 Guest GSFCom/Circ Hazelton Road Apartments Area Summary 2,794 930 936 MEPParking/ Service Efficiency 361,802 2,490 1,351 1,351 Lobby/AmenityUse 4,682 Total GSF 31,285 30,526 30,067 31,883 16,953 20,579 20,013 20,579 Parking 1,685 2,265 2,265 2,190 2,190 930 2,239 2,188 1,591 43,450 2,190 2,190 2,190 2,190 2,190 Parking Res/Parking Res/Parking Res/Parking Res/Amenity Residential Residential Residential Residential Res/Parking 4,354 30,349 18,866 31,883 15,385 15,385 15,385 Residential Residential Residential Residential 15,385 15,385 2,190 2,190 2,239 Residential Amenity/ Mech 15,354 15,385 3,841 13,926 Residential Residential Residential 15,385 15,385 15,385 15,354 112,651 13,211 1,263 Unit Distribution Studio 1 BR 2 BR Townhome PH Total Level 1 0 0 0 5 0 5 Level 2 0 0 0 0 0 1 Level 3 7 2 2 0 0 12 Level 4 7 2 2 0 0 13 Level 5 0 6 0 0 0 10 Level 6 0 8 3 0 0 14 Level 7 0 8 3 0 0 14 Level 8 0 8 3 0 0 14 Level 9 0 8 3 0 0 14 Level 10 0 8 3 0 0 14 Level 11 0 8 3 0 0 14 Level 12 0 8 3 0 0 14 Level 13 0 8 3 0 0 14 Level 14 0 8 3 0 0 14 Level 15 0 0 0 0 7 7 Level 16 0 0 0 0 7 7 Level 17 0 0 0 0 4 4 Level 18 0 0 0 0 0 0 Total 14 82 31 5 18 185 % of Total 8%44%17%3% 10% 100% Average Size 523 778 1201 1777 2109 0 0 0 1 1 BR DN 0 1 1 1 1 1 20 0 12 3 20 0 1 1 1 1 0 0 0 0 0 0 0 2 BR DN 0 0 0 2 2 2 2 2 2 2 2 2 Alcove 0 00 0 2%11% 599 1001 1388 1 1 0 0 0 0 0 0 1 1 0 1 0 6% | 413650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Service/Loading -Turning Movements E E E HH ST ST ST E E S S S E E E HH ST ST ST E E S S S T | 423650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Service/Loading -Turning Movements E E E HH ST ST ST E E S S S E E E HH ST ST ST E E S S S T | 433650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS Service/Loading -Turning Movements E E E HH ST ST ST E E S S S E E E HH ST ST ST E E S S S T | 443650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS JUNE 21 - MORNING - 9AM JUNE 21 - NOON MAR/SEPT 21 - MORNING - 9AM JUNE 21 - EVENING - 3PM MAR/SEPT 21 - EVENING - 3PM MAR/SEPT 21 - NOON DEC 21 - MORNING - 9AM DEC 21 - NOON DEC 21 - EVENING - 3PM Shadow Study | 453650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS View of Building Roof | 463650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS West Podium Elevation | 473650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS AVERAGE UNIT SIZE PREVIOUS DESIGN CURRENT DESIGN STUDIO 452 523 ALCOVE 565 599 1 BR 825 778 1 BR DEN 1072 1001 2 BR 1454 1201 2 BR DEN 1997 1388 TOWNHOME 1620 1777 PENTHOUSE - 2109 | 483650 HAZLETON RD. - EDINA August 07, 2019 LUND REAL ESTATE PARTNERS PREVIOUS DESIGN 19 Stories218 feet CURRENT DESIGN 18 Stories207 feetHEIGHT DWELLING UNITS BUILDING AREA FLOOR AREA RATIO PARKING # OF BEDROOMS 186 382,669 SF 4.8 298 262 185 362,000 SF 4.6 277 259 CBRE PACKAGE 19 Stories218 feet 167 374,852 SF 4.7 264 245 Date: August 7, 2019 Agenda Item #: IX.A. To:Mayor and City Council Item Type: Report / Recommendation From:Cary Teague, Community Development Director Item Activity: Subject:Sketch Plan Review for Hankerson Avenue and 52nd Street Discussion CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None; discussion only. Provide the applicant non-binding comments on a potential future redevelopment application. INTRODUCTION: The applicant is proposing to tear down the existing two-story four-unit apartment at 5136-48 Hankerson and the single-story, single-family home at 5132 Hankerson, and build a new 12-unit, three-story row townhome. See attached applicant narrative and plans. The two properties are currently zoned R-1, Single Dwelling Unit District; the four-unit apartment is an existing nonconforming use. The site is guided low density attached residential, which allows between 4-8 units per acre. The properties total .67 acres or 29,185 square feet in size. The proposed density is 18 units per acre; therefore, this request would require a comprehensive plan amendment and rezoning. ATTACHMENTS: Description Staff Memo to Planning Commission, June 12, 2019 Planning Commission Minutes, June 12, 2019 Applicant Narrative & Plan Site Location Grandview Area Studies Picture - Existing Site and Uses on Vernon Site Plan Revised Site Plan Grandview Townhome PPT 2019-08-06 Grandview Townhomes PPT 2019-08-07 Hankerson Townhome Fly-by Sketch Plan Hankerson PPT City of Edina • 4801 W. 50th St. • Edina, MN 55424 City Hall • Phone 952-927-8861 Fax 952-826-0389 • www.CityofEdina.com Date: June 12, 2019 To: Planning Commission From: Cary Teague, Community Development Director Re: Sketch Plan Review – Corner of Hankerson Avenue and 52nd Street West (5132 and 5136-48 Hankerson Avenue) The Planning Commission is asked to consider a sketch plan request to redevelop the property at the corner of Hankerson Avenue and 52nd Street West (5132 and 5136-48 Hankerson Avenue. (See attached property location.) The applicant is proposing to tear down the existing two-story four-unit apartment at 5136-48 Hankerson and the single-story single-family home at 5132 Hankerson, and build a new 12-unit, three-story row townhome. (See attached applicant narrative and plans.) The two properties are currently zoned R-1, Single Dwelling Unit District; the four-unit apartment is an existing nonconforming use. The site is guided low density attached residential, which allows between 4-8 units per acre. The properties total .67 acres or 29,185 square feet in size. The proposed density is 18 units per acre; therefore, this request would require a comprehensive plan amendment. The request would require the following: A Comprehensive Plan Amendment to re-guide the site from low density attached to medium density, which would allow up to 20 units per acre; and A Rezoning from R-1, Single-Dwelling Unit District to PRD-4, Planned Residential District with setback variances or PUD, Planned Unit Development. The table on the following page is a compliance table demonstrating how the proposed new building would comply with a PRD-4, Planned Residential Development-4 standards on the lot. Please note that several variances would be required. City of Edina • 4801 W. 50th St. • Edina, MN 55424 Compliance Table City Standard (PRD-3/4) Proposed Front – Hankerson Avenue Front – 52nd Avenue Side – North Side/Rear – West 35 feet 35 feet 35 feet 35 feet 30 feet* 15 feet* 6 feet* 28 feet* Building Height 4 stories 2-3 stories Building Coverage .30 .43* Density 8 units per acre 18** *Variances required **Comprehensive Plan Amendment Required Highlights/Issues: Per the Grandview Transportation Study and Development Framework, a new intersection is planned with 52nd Street and Vernon Avenue. The intersection would include improved pedestrian and bike facilities. (See attached pages from the Transportation Study and Development Framework.) This project could be the trigger to implement that plan with the County. Increased density was not considered for this site as part of the either the Transportation Study or Development Framework. The proposal would be an increase of seven additional units. The property to the south contains apartments that are zoned PRD-3. There are duplexes to the west. Pedestrian Connections/boulevard sidewalks. Demonstrate how the project fits into the neighborhood, and how pedestrians will move through the site. There is excess county right-of-way across Hankerson Avenue to the east. Perhaps as part of intersection improvements at 52nd Street, this right of way could be developed as a small park. Draft Minutes☒ Approved Minutes☐ Approved Date: Page 1 of 5 Minutes City Of Edina, Minnesota Planning Commission Edina City Hall Council Chambers June 12, 2019 I. Call To Order Chair Olsen called the meeting to order at 7:03 PM. II. Roll Call Answering the roll call were: Commissioners Miranda, Thorsen, Melton, Nemerov, Bennett, Berube, and Chair Olsen. Staff Present: Cary Teague, Community Development Director, Kaylin Eidsness, Senior Communications Coordinator, Liz Olson, Administrative Support Specialist. Absent from the roll call: Commissioners Lee, Strauss, and Mangalick. III. Approval Of Meeting Agenda Commissioner Thorsen moved to approve the June 12, 2019, agenda. Commissioner Bennett seconded the motion. The motion carried unanimously. IV. Approval Of Meeting Minutes Commissioner Thorsen moved to approve the May 22, 2019, meeting minutes. Commissioner Miranda seconded the motion. The motion carried unanimously. V. Community Comment None. VI. Reports/Recommendations A. Sketch Plan Review- 4404 Valley View Road Director Teague explained that the Planning Commission is asked to consider a sketch plan request to revise the approved site plan for 4404 Valley View Road, which is part of the Edina Flats project. Teague explained that the proposed change would be from the approved four-unit, two-story condo, to a two- Draft Minutes☒ Approved Minutes☐ Approved Date: Page 2 of 5 story 6,400 square foot retail/office building and the applicant states that the construction cost of a four- unit condominium with underground parking is not financially feasible to construct on the site. Teague explained that the small area plan for this site calls for a maximum height to be 2 stories and 30 feet maximum and the proposal is for 2 stories and 38 feet. Teague stated that the applicant proposes to build a 6,400 square foot office/retail building and the 1,400 square foot commercial building on the site was recently removed. Teague added that parking for the building would be on the first level with 21 parking stalls and based on a 1,900 square foot retail space and a 4,500 square foot office space 36 stalls would be required. Appearing for the Applicant Dave Remick, Site Owner and Ken Piper, Principal at Tanek introduced themselves to the Planning Commission. Discussion/Comments/Questions • Director Teague was asked if he can recall if the City ever approved a project that located a structure in the Right-of-Way vs. a patio or landscaping. Teague responded to the best of his knowledge no structures have been permitted in the Right-of Way. He further clarified that landscaping features and patios have been allowed in certain instances. Applicant Presentation Mr. Remick presented the revised Sketch Plan to the Commissioners. He informed them the proposed changes have been well received by neighborhood residents. He explained that he envisions the first floor retail use to “house” an ice cream store or coffee shop. Remick said the upper level{s} would be office space. With graphics Remick highlighted the revised proposal. Discussion/Comments/Questions • The applicant was asked the reasoning for multiple decks for this project. Mr. Remick said the plans as presented indicate the full build out potential of the project. He noted he is not sure if all decks would be built, much would depend on tenant mix. Multiple tenants could create the need for full build out. • Commissioners asked what will happen to all the utility boxes, etc. Mr. Remick said he would work with City Staff on this element of the project, adding the boxes would be relocated. • The applicants were asked if the City would be compensated for the proposed building encroachment into the Right-of-Way. Director Teague interjected that he spoke with the Engineering Department and they indicated they were not receptive to structures in the Right-of- Way. Teague said their preference would be for the applicant to revise the plans. Teague stated that further discussions would need to occur on this aspect of the proposal. • The applicant was questioned on their reason for not building the structure within the approved plans and approved variances. The applicants responded that the change in use dictated the square footage to ensure a successful retail component. Draft Minutes☒ Approved Minutes☐ Approved Date: Page 3 of 5 • Commissioners expressed concern that the plans continue to change. The developer noted that the underground parking for the proposed condominium project was not feasible, which created the need for revision. • Good job at engaging the street. If a building is designed well it creates a welcoming “gateway” into the neighborhood. • With regard to the parking variances; consider having the applicant pay into the sidewalk and bikeway fund. • The key to this project will be the tenant of the retail space. Consider a concept that adds vibrancy throughout the day. If the mix of tenants is right parking may not present an issue. • Strong consideration not to have the upper most deck. • Further review the landscaping to the right of the sidewalk. Enhance landscaping. • Three stories is high in this area. • Ensure doors in front of the building. Create an inviting space for the public. • It was suggested that a Proof of Parking Agreement be discussed/considered that would allow use of the strip mall space to the west for parking overflow. Commissioners thanked the applicant for their presentation. B. Sketch Plan Review- Corner of Hankerson Avenue and 52nd Street West (5132 and 5136-48 Hankerson Avenue) Director Teague explained that the Planning Commission is asked to consider a sketch plan request to redevelop the property at the corner of Hankerson Avenue and 52nd Street West (5132 and 5136-48 Hankerson Avenue. The applicant is proposing to tear down the existing two-story four-unit apartment at 5136-48 Hankerson and the single-story single-family home at 5132 Hankerson, and build a new 12-unit, three-story row townhome. Appearing for the Applicant Steven Behnke, Donnay Homes, Peter , Elizabeth MacDonagh Applicant Presentation Behnke addressed the Commission and gave them a brief history of Donnay Homes. Behnke presented the Sketch Plan. The issue with this development is that it could set the stage for future redevelopments within this immediate area. Discussion/Comments/Questions • Planner Teague was asked if the proposed development would include an affordable housing component. Planner Teague responded that the number of units proposed are below the affordable housing requirement threshold of 20 units. Continuing, Teague acknowledged this is a rezoning and the Commission can place conditions for approval. Draft Minutes☒ Approved Minutes☐ Approved Date: Page 4 of 5 • It was suggested that the front yard setback be reviewed noting that the homes on this block appear to have a setback deeper than 30 feet. • Rethink the “possible” park potential, especially in relationship to the busy street. • It was noted that there was no encouragement for fewer vehicles with this project. The location does have access to transit. • Interesting project. Row homes can be an attractive way to add density. Reconsider the tandem garage. Although this project provides two tandem parking slots, those slots may not be attractive to a number of buyers. • This project provides diversity of housing styles. • This neighborhood is an eclectic mix of housing. It was acknowledged that the subject block is unique. The proposed housing style may be a good fit for this neighborhood; however, the building materials and details will be important. Very “visible” site. • Great idea, materials and aesthetics will be very important for this property. • Consider creating one unit of affordable housing; work with staff. Mr. Behnke said it is very difficult to construct a “house” less than 375-400 thousand dollars, adding he is willing to discuss affordable housing with staff. • With the final project do your best to increase the north setback. A discussion ensued on setbacks and the reason this block of Hankerson was so unique. It was pointed out by the developer that in his opinion when you urbanize a site that site needs to have access to amenities and a big walkability factor; which this site has. The question became what is the best way to “feed” the different elements of the Grandview area and find the correct residential mix to encourage continued support for the existing amenities provided by the Grandview commercial element. • The developer was asked if other options were on the table before this proposal was finalized. Behnke said other ideas were considered; however, the townhouse aspect of the project in his opinion provided the best outcome to the property owners and the City. The existing grade was challenging. • Concern was expressed that the proposal maxes out the site. It was noted that this project is directly adjacent to a single family home. Reconsider height and increase the setback to the single family property. 3 stories 6-feet away is too close. • Consider using the alley; better connect the environment (driveways on the alley). Behnke said one goal was to be able to provide a “rear yard” for the future residents of the building. He noted if the buildings were shifted the front yard would be the outdoor space for the future families. • Appreciate the ownership aspect of the project. • Be more creative in sharing space, too much hardscape in the front. Concern with reducing light for the adjoining neighborhood. • Better articulate the building. • The proposal as presented maybe too dense. Re-look at the north detail of the site. • Use the greenspace on the other side of the street for residents of the proposed project. • Grade restrictions were acknowledged; however take advantage of the alley, the aesthetics of multiple garage doors in the front are an issue. Draft Minutes☒ Approved Minutes☐ Approved Date: Page 5 of 5 • Reduce number of units. • If parking is in the front consider single curb cuts to “wide out” to two garages. The applicants were thanked for their presentation. VII. Correspondence and Petitions None. VIII. Chair and Member Comments Commissioner Bennet suggested that Edina’s residential neighborhoods receive a “heads up” prior to an application for Sketch Plan review. Bennet said in his opinion notifying neighborhoods prior to Sketch Plan Review would be beneficial for not only the residents impacted by the proposed project but for the Commission and City as well. A discussion ensued on the merits of the Sketch Plan Review Process and if changes should be made to the policy. Planner Teague pointed out that not all of Edina’s neighborhoods are recognized, adding sharing information may be difficult in the “unrecognized” neighborhoods. Continuing, Teague noted that the Sketch Plan Review process needs to be mindful of the 60 and 120 day rule, questioning if notifying neighbors would start the clock. The discussion ensued with Commissioners expressing their opinions. It was decided that further discussion is needed and this topic should be added to the list of items to be discussed at the Commission and Councils joint meetings. IX. Staff Comments Planner Teague reported that when Commissioner Miranda was appointed to the Commission alternates were also chosen. Teague said next week he would be meeting with Chris Douglas, who was the alternate. Teague said if Douglas is agreeable to serve on the Commission he could begin as early as the June 26th meeting. X. Adjournment Commissioner Thorsen moved to adjourn the June 12, 2019, Meeting of the Edina Planning Commission at 9:16 PM. Commissioner Bennett seconded the motion. The motion carried unanimously. 9655 – 63rd Avenue North, Maple Grove, Minnesota 55369 1 Kestrel Design Group and D O N N A Y H O M E S Re: Hankerson Ave Redevelopment PID 28-117-21-32-0147 PID 28-117-21-32-0148 Background: The Donnay Family has been building homes for Twin Cities residents for over 78 years – Donnay Homes is the Oldest Builder in the Twin Cities and is still Family-owned. Donnay Homes has been constructing Homes and Townhomes for over 4 decades, and has built thousands of townhomes. Donnay Homes is well-versed in constructing multi-family homes, for both sale and rent. Donnay Homes has been redeveloping properties in the City of Edina for about 14 years, and is well regarded for quality and design aesthetic in their replacement homes. Kestrel Design Group is known for their ecological landscapes including the green roofs on the Target Center Arena, Minneapolis City Hall Minneapolis Library, and restoration projects on the Minnehaha Creek and Minneapolis Chain of Lakes. Kestrel Design Group staff, and Donnay Homes staff, are both Edina residents and landowners, and have a vested interest in providing quality residential product to the citizens of Edina. Proposal: Kestrel Design Group and Donnay Homes are teaming to create an urban scaled, energy and stormwater sensitive 12-unit row townhome at 5132 and 5136-5148 Hankerson Avenue. This project would replace an existing single family home (5132), and a 4 unit apartment building (5136-48). Please note our project occupies the 2/3 acre site in the yellow box in the Site Image below. Hankerson Townhomes To the left is an image from a City Comp plan document that is similar to the type of product we are proposing (right). These are possible images of the proposed project. We are proposing replacing the existing 5 units, a 4 unit apartment building and a single-family residence, with an urban-scaled 12-unit row townhome. Each unit would have a (tandem) double garage and up to 3 Bedrooms. Reviewing the City of Edina’s Grandview Small Area (GSA) and Grandview Transportation plans, we note several goals that we feel our proposal addresses very well: 9655 – 63rd Avenue North, Maple Grove, Minnesota 55369 2 The City is proposing densities in this area that reach up to 30u/a; we are proposing a project that will reach ~20u/a. Hankerson Townhomes occupies the area in the yellow box. Placing a higher density project in this location can help buffer the surrounding SFR area from the additional noise and traffic opening that connection will create. Recommending this concept to move forward could offer the following benefits: eliminate the current ‘under-parked’ situation for these lots, freeing up on-street parking in this area. Also would add tax base to help fund the street improvements conceptualized in the Small Area Plan. We believe that recommending approval for this project now will perpetuate the time-based approach in this area; that this will enhance the forward momentum toward positive change to meet the goals of the Plan. Further, adding density to retail nodes can help support the surrounding retail area(s). We believe townhomes are under-represented in this area and Edina in general (Edina does not have a Zoning Classification for Townhomes). Townhomes provide a less costly option for young families and downsizing residents. In the Short Term Change segment of the Small Area Plan, the City is proposing to opening/reopening the intersection of 52nd Ave and Vernon via a direct intersection or round-about to improve access and non-motorized access to the Grandview Small Area proper and the Jerry’s Grocery retail block. Further, a round-about or intersection, just north of the Link Rd and Vernon Avenue intersection would slow down traffic on Vernon Avenue improving walk-ability, safety and access to Jerry’s Foods mall. This would fulfil the direction to improve the connections in the 50th and Vernon area. The addition of the proposed ‘Improved Transit Stop’ just north of the Link Rd and Vernon Rd intersection could also benefit from the additional density provided by this building. Grandview Heights Wedge Park concept There is a remnant parcel south of the Wells Fargo Bank and directly across the street east of our Property and Hankerson Road (Red triangle in the image on the previous page). This appears to be County-owned ROW and as such could possibly be transferred to City ownership, or developed as a Pocket Park to benefit the neighborhood. Grandview Heights has 116 homes, but no tot-lot or simple play space within its boundaries. Young children must cross Interlachen Blvd to reach Todd Park or cross Vernon to reach Sherwood Park. The current parcel has only a few Ash tree remaining which will likely need to be removed due to Emerald Ash Borer in the future. We believe we can piggyback the development of this pocket park with the development of the Hankerson Townhomes. The synergy of these two projects developing together can complement the work being done in the Grandview Small Area. A fenced park would provide a welcome addition to 9655 – 63rd Avenue North, Maple Grove, Minnesota 55369 3 the neighborhood and this site has enough space to provide for a play structure, benches and swings. Appropriate play furniture and tree selection could turn this under-utilized green space into an asset for the community Conclusion: We believe these two additions to the neighborhood could meet the stated goals of the City in the Grandview Small Area plan to turn barriers into opportunities. In the case of the park, we can turn a publically-owned, vacant parcel into a recreational amenity and an enhanced civic presence, as well as enhance the neighborhood, the streetscape of Vernon and improve the condition of this crossing location across Vernon to the Jerry’s Grocery. In the case of the Townhome development, we believe the proposal offers a type of life-cycle housing currently in short supply in Edina, enhancing property values in the neighborhood, and improving walk-ability and access by improving the Vernon streetscape. PDF created with pdfFactory Pro trial version www.pdffactory.com Grandview Townhomes Hankerson Ave. & 52nd St. Edina MN 55436 Edina City Council August 7 2019 Donnay Homes & Kestrel Design Group Grandview Townhomes •Grandview Neighborhood: Hankerson Ave. & 52nd St. •12 Townhomes & Neighborhood Park Grandview Townhomes •Designers: Donnay Homes & Kestrel Design Group •Grandview District: Urban, Commercial, Traffic, Transit, Walkability, Density •Site Design: Urban/Commercial Buffer, Park, Townhomes, Landscape, Storm Water •Architectural Design Grandview Townhomes & Park Grandview Heights Neigborhood -Full Service Commercial District: Single Story (26’ Tall) & 6 Story (<80’ Tall) -Apartment Buildings (4-6 Stories) -Twinhomes & Townhomes -Single Family Homes (1 & 2 Stories) -2 Way Streets & 1 Way Alleys Grandview Townhomes -No Parks within Grandview Heights Neighborhood -Nearest Playground Requires Crossing Vernon or Interlachen Grandview Townhomes -Edge of Grandview Commercial District -Across Vernon Ave. from Jerry’s Supermarket Parking Lot & Supermarket Front Entry -Corner of Hankerson Ave. & 52nd Ave. & Alley -0.67 Acres -Across Hankerson Ave. from Vernon Ave. ROW -4 Plex Apartments -1 Single Family Home Grandview Townhomes 0.675 Acres Developable Site Area: 208’ x 130’ Frontage to: Hankerson Ave. & 52nd St. & Alley Grandview Townhomes: Site Plan Grandview Townhomes -Edge of Grandview Commercial District -Across Vernon Ave. from Jerry’s Supermarket Parking Lot & Supermarket Front Entry -Corner of Hankerson Ave. & 52nd Ave. & Alley -0.67 Acres -Across Hankerson Ave. from Vernon Ave. ROW -4 Plex Apartments -1 Single Family Home Grandview Townhomes Parklet Edina P&R Standard: -Playground Equipment -Landscape Structures -Park Benches -Park Sign -Tree Selection with Edina City Arborist Grandview Townhomes Scale Model View from East Hankerson Ave.52nd St. Grandview TownhomesVernon Terrace Grandview Townhomes Scale Model Aerial View from South Grandview Townhomes Scale Model Birds-eye View from South Adjacent Jerry’s Tower Jerry’s Supermarket Jerry’s Tower Vernon Terrace Grandview Townhomes Wells Fargo Bank Vernon Ave. Hankerson Ave. Grandview Townhomes Scale Model Birds-Eye View from South East Grandview Townhomes Vernon Terrace Jerry’s Wells Fargo Avidor Vernon Ave. 50th Grandview Townhomes Scale Model Birds-Eye View from South East Grandview Townhomes Vernon Ave. Grandview Townhomes Hankerson Ave. & 52nd St. Edina MN 55436 Edina City Council August 7 2019 Donnay Homes & Kestrel Design Group Grandview Townhomes Hankerson Ave. & 52nd St. Edina MN 55436 Edina City Council August 7 2019 Donnay Homes & Kestrel Design Group Grandview Townhomes •Grandview Neighborhood: Hankerson Ave. & 52nd St. •12 Townhomes & Neighborhood Park Grandview Townhomes •Designers: Donnay Homes & Kestrel Design Group •Grandview District: Urban, Commercial, Traffic, Transit, Walkability, Density •Site Design: Urban/Commercial Buffer, Park, Townhomes, Landscape, Storm Water •Architectural Design Grandview Townhomes & Park Grandview Heights Neigborhood -Full Service Commercial District: Single Story (26’ Tall) & 6 Story (<80’ Tall) -Apartment Buildings (4-6 Stories) -Twinhomes & Townhomes -Single Family Homes (1 & 2 Stories) -2 Way Streets & 1 Way Alleys Grandview Townhomes -No Parks within Grandview Heights Neighborhood -Nearest Playground Requires Crossing Vernon or Interlachen Grandview Townhomes -Edge of Grandview Commercial District -Across Vernon Ave. from Jerry’s Supermarket Parking Lot & Supermarket Front Entry -Corner of Hankerson Ave. & 52nd Ave. & Alley -0.67 Acres -Across Hankerson Ave. from Vernon Ave. ROW -4 Plex Apartments -1 Single Family Home Grandview Townhomes 0.675 Acres Developable Site Area: 208’ x 130’ Frontage to: Hankerson Ave. & 52nd St. & Alley Grandview Townhomes: Site Plan Grandview Townhomes -Edge of Grandview Commercial District -Across Vernon Ave. from Jerry’s Supermarket Parking Lot & Supermarket Front Entry -Corner of Hankerson Ave. & 52nd Ave. & Alley -0.67 Acres -Across Hankerson Ave. from Vernon Ave. ROW -4 Plex Apartments -1 Single Family Home Grandview Townhomes Parklet Edina P&R Standard: -Playground Equipment -Landscape Structures -Park Benches -Park Sign -Tree Selection with Edina City Arborist Grandview Townhomes Scale Model View from East Hankerson Ave. 52nd St. Grandview Townhomes Vernon Terrace Grandview Townhomes Scale Model Aerial View from South Grandview Townhomes Scale Model Birds-eye View from South Adjacent Jerry’s Tower Jerry’s Supermarket Jerry’s Tower Vernon Terrace Grandview Townhomes Wells Fargo Bank Vernon Ave. Hankerson Ave. Grandview Townhomes Scale Model Birds-Eye View from South East Grandview Townhomes Vernon Terrace Jerry’s Wells Fargo Avidor Vernon Ave. 50th Grandview Townhomes Scale Model Birds-Eye View from South East Grandview Townhomes Vernon Ave. Grandview Townhomes Hankerson Ave. & 52nd St. Edina MN 55436 Edina City Council August 7 2019 Donnay Homes & Kestrel Design Group Hankerson Townhomes Walk-by The CITY of EDINA Sketch Plan Review –Corner of Hankerson Avenue and 52nd Street West (5132 and 5136- 48 Hankerson Avenue) The CITY of EDINA www.EdinaMN.gov 2 The CITY of EDINA www.EdinaMN.gov 3 The CITY of EDINA www.EdinaMN.gov 4 The CITY of EDINA www.EdinaMN.gov 5 The CITY of EDINA www.EdinaMN.gov 6 Site Site The CITY of EDINA www.EdinaMN.gov 7 The CITY of EDINA www.EdinaMN.gov 8 The CITY of EDINA www.EdinaMN.gov 9 The CITY of EDINA www.EdinaMN.gov 10 The CITY of EDINA www.EdinaMN.gov 11 The CITY of EDINA www.EdinaMN.gov 12 Site The CITY of EDINA www.EdinaMN.gov 13 Site The CITY of EDINA www.EdinaMN.gov 14 Site The CITY of EDINA www.EdinaMN.gov 15 Site The CITY of EDINA www.EdinaMN.gov 16 The CITY of EDINA www.EdinaMN.gov 17 The CITY of EDINA www.EdinaMN.gov 18 City Standard (PRD-3/4) Proposed Front – Hankerson Avenue Front – 52nd Avenue Side – North Side/Rear – West 35 feet 35 feet 35 feet 35 feet 30 feet* 15 feet* 6 feet* 28 feet* Building Height 4 stories 2-3 stories Building Coverage .30 .43* Density 8 units per acre 18** The CITY of EDINARequired: ➢A Comprehensive Plan Amendment to re-guide the site from low density attached to medium density, which would allow up to 20 units per acre; and ➢A Rezoning from R-1, Single-Dwelling Unit District to PRD-4, Planned Residential District with setback variances or PUD, Planned Unit Development. www.EdinaMN.gov 19 The CITY of EDINA www.EdinaMN.gov 20 Site The CITY of EDINA www.EdinaMN.gov 21 The CITY of EDINA www.EdinaMN.gov 22 The CITY of EDINA www.EdinaMN.gov 23 Date: August 7, 2019 Agenda Item #: X.A. To:Mayor and City Council Item Type: Report / Recommendation From:Sharon Allison, City Clerk Item Activity: Subject:Petitions: Sidewalks and Curb and Gutter Action CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: Motion to receive petitions and refer them to the Engineering Department for consideration. INTRODUCTION: Attached are two petitions requesting the following improvements: 1. Sidewalk between 5700 and 5708 Creek Valley Road, and curb and gutter at 5708 Creek Valley Road 2. Sidewalk on France Avenue between W. 57th Street and W. 58th Street ATTACHMENTS: Description Petition for Sidewalk and Curb and Gutter on Creek Valley Road Petition for Sidewalk on France Avenue City of Edina, Minnesota CITY COUNCIL 4801 West 50th Street• Edina, Minnesota 55424 (952)927-8861 • (952) 927-7645 FAX• (612) 927-5461 TDD PETITION TO THE CITY COUNCIL DATE RECEIVED: ·� SIDEWALK 0 ALLEYPAVING 0 SANITARY SEWER 0 WATER MAIN 0 STORM SEWER 0 STREET LIGHTING � CURB AND GUTTER ONLY O PERMANENT STREET SURF ACING WITH CURB AND GUTTER 0 OTHER: ___ _ To the Mayor and City Council: The persons who have signed this petition ask the City Council to consider the improvements listed above to the locations listed below. 5, �w'"'-�between '$700 c.�� \J(.\\lh---\ 0¼�dLOCATION OF IMPROVEMENT BY STREET NAME f\ \ ADDRESS _t \) � ( v..«..s; h�v G;,'\)."-i.,\'i?..--betweet1 '5]00 (gf.'bL ���v�ndLOCATION OF IMPROVEMENT BY STREET NAME ADDRESS ----AD_D_R-ES_S ___ _ between and-----------------------------------LOCATION OF IMPROVEMENT BY STREET NAME ADDRESS ADDRESS ______________ between __________ and ________ _LOCATION OF IMPROVEMENT BY STREET NAME ADDRESS ADDRESS IMPORTANT NOTE: THE PERSONS WHO HA VE SIGNED THIS PETITION UNDERSTAND THAT THE CITY COUNCIL MAY ASSESS THE COSTS OF THESE IMPROVEMENTS AGAINST THE PROPERTIES BENEFITING FROM THE IMPROVEMENTS IN AMOUNTS DETERMINED BY THE COUNCIL AS AUTHORIZED BY CHAPTER 429, MINNESOTA STATUTES. APRIL 2008 July 15, 2019 S7, Cella.12%s gs2-CZ4-Co1o ' ADDRESS PHONE ·1 The Minnesota Data Practices Act requires that we inform you of your rights about the private data we are requesting on this form. Under the law, your telephone number is private data. This petition when submitted will become public information. There is no consequence for refusing to supply this information. pl 0¥09l You may attach extra pages with signatures. E" fl] ®cr ca ha, } won sHI Gerl Valla.q 3al 02 6G\23 T{=ca» ,' Creek Valley Road at Valley View Road- February 2019. Draft Intersection Configuration with Sidewalk The City Council City of Edina Petition Petition Instructions This petition form is to be used to ask the Edina City Council to consider the following types of improvements: SIDEWALK ALLEY PAVING WATER MAIN STORM SEWER PERMANENT STREET SURFACING WITH CURB AND GUTTER CURB AND GUTTER ONLY (WITHOUT PERMANENT STREET SURFACING) SANITARY SEWER STREET LIGHTING or another improvement you describe (called OTHER on this form). You may use another petition form if you wish but the city council may reject such petitions unless they contain the following information: 1. Type of improvement(s) requested, e.g., SIDEWALK, STORM SEWER, WATER MAIN, ETC. 2. Precise locations(s) of the requested improvements. 3. A statement that all who sign the petition understand that the city council may assess the costs of these improvements against the properties benefiting from the improvements in amounts determined by the Council. 4. Printed name of property owner, owner's signature and phone number, and property address. 5. Signature of person circulating the petition. If you have questions, please call the City Clerk at 952-927-8861 between 8:00 a.m. and 4:30 p.m. DEBRA MANGEN CITY CLERK APRIL 2008 The City Council City of Edina Petition Petition Instructions This petition form is to be used to ask the Edina City Council to consider the following types of improvements: SIDEWALK ALLEY PAVING WATER MAIN STORM SEWER PERMANENT STREET SURFACING WITH CURB AND GUTTER CURB AND GUTTER ONLY (WITHOUT PERMANENT STREET SURFACING) SANITARY SEWER STREET LIGHTING or another improvement you describe (called OTHER on this form). You may use another petition form if you wish but the city council may reject such petitions unless they contain the following infoimation: 1. Type of improvement(s) requested, e.g., SIDEWALK, STORM SEWER, WATER MAIN, ETC. 2. Precise locations(s) of the requested improvements. 3. A statement that all who sign the petition understand that the city council may assess the costs of these improvements against the properties benefiting from the improvements in amounts determined by the Council. 4. Printed name of property owner, owner's signature and phone number, and property address. 5. Signature of person circulating the petition. If you have questions, please call the City Clerk at 952-927-8861 between 8:00 a.m. and 4:30 p.m. DEBRA MANGEN CITY CLERK APRIL 2008 PROPERTY ADDRESS (PRINTED) 321i (A) £7-01 --snA Si g Not_ 5-c7r7 'Fe z-IC Fe-4"ACC Aa-c OWNER'S NAME (PRINTED) prri• 1A4 cd'Ot vcWS 0.4.1..t, C c_plopi?) PROPERTY OWNER'S SIGNATURE (.- City of Edina, Minnesota CITY COUNCIL 4801 West 50th Street • Edina, Minnesota 55424 (952) 927-8861 • (952) 927-7645 FAX • (612) 927-5461 TDD DAT REC f? II9 PETITION TO THE CITY COUNCIL SIDEWALK q ALLEY PAVING Ei WATER MAIN O STORM SEWER El SANITARY SEWER q STREET LIGHTING q CURB AND GUTTER ONLY 0 PERMANENT STREET q OTHER: SURFACING WITH CURB AND GUTTER To the Mayor and City Council:: The persons who have signed this petition ask the City Council to consider the improvements listed above to the locations listed below. f;ralq 06 V6 5°14 -th between 6-1 and W 6$4`1 LOCATION OF IMPROVEMENT BY STREET NAME ADDRESS ADDRESS between between between and and and LOCATION OF IMPROVEMENT BY STREET NAME ADDRESS ADDRESS LOCATION OF IMPROVEMENT BY STREET NAME ADDRESS ADDRESS LOCATION OF IMPROVEMENT BY STREET NAME ADDRESS ADDRESS IMPORTANT NOTE: THE PERSONS WHO HAVE SIGNED THIS PETITION UNDERSTAND THAT THE CITY COUNCIL MAY ASSESS THE COSTS OF THESE IMPROVEMENTS AGAINST THE PROPERTIES BENEFITING FROM THE IMPROVEMENTS IN AMOUNTS DETERMINED BY THE COUNCIL AS AUTHORIZED BY CHAPTER 429, MINNESOTA STATUTES. This petition as circulated by: -.0/ J r MTh 1/0 6E)) 3 w 7tk CI CO-V7-5gV NAME ADDRESS PHONE There is space for more signatures on the back. APRIL 2008 PROPERTY ADDRESS (PRINTED) 51 2-1 Fa_AN CA A rt; tfCe This petition was circulated by: NAME The Minnesota Data Practices Act requires that we inform you of your rights about the private data we are requesting on this form. Under the law, your telephone number is private data. This petition when submitted will become public information. There is no consequence for refusing to supply this information. You may attach extra pages with signatures. APRIL 2008 PROPERTY OWNER'S OWNER'S NAME GNATURE (PRINTED) ADDRESS PHONE resourceful. naturally. BARR engineering and environmental consultants Technical Memorandum To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 c: Drew McGovern and Kristy Morter (Hennepin County) 1.0 Introduction Along France Avenue, just south of Wood End Drive and West 57th Street, there is a low area in the topography which extends from France Avenue to the backyards of the properties on the east side of France Avenue. This low area is subject to flooding even during relatively small rain events. Additionally, this low area along France Avenue can overflow to the west down Wood End Drive where there is another low area drained by four catch basins. This area has also been subject to flooding during relatively small rain events. Multiple residents, particularly those on the east side of France Avenue, have reported these flooding concerns to City of Edina (City) staff in recent years. The City and Hennepin County (County) have been actively working to address this known flooding issue. This technical memorandum is intended to briefly describe the issues that have been identified by the City, County, and residents, and also describe possible short- and long-term solutions. 2.0 Identified Issues Multiple issues have been identified through investigation of the storm sewer system in this area. The following sections discuss the data provided by a resident and data provided by the County. 2.1 Resident Data The resident at 3811 West 57th Street provided data to the City via videos and pictures taken during recent rainfall events that has been invaluable for helping understand the problem and the impacts in this area. For example, a rain event on September 20th totaled about 3 to 4 inches over 24 hours in this area (Figure 1). The resident captured video during a high intensity portion of the rainfall event where 0.6 inches fell in about 5 minutes, which is approximately an intensity that has only a 10% chance of occurring each year. While the overall depth of the event over 24 hours was not very significant, the brief and high intensity was similar to what we would expect from a 10-year event and the intensity can make it difficult for catch basins to drain roads quickly. Barr Engineering Co. 4300 Market Pointe Drive, Suite 200, Minneapolis, MN 55435 952.832.2600 www.barr.com ?212 „ill( :hair 71- 3.491 4.05 3.40 A 0 1 rip Figure 1 Map of total rainfall over 24 hours from September 20th to September 21st, 2018 (MN State Climatology Office) 0 1,1 3.52 'Inse lir I 3.65 51 2.97- —3. 3812 57” St W e ,av 4005 Wood ' End Dr. 4000 Wood End Dr. 4001 Wood End Dr. 5709 France Ave. S — 5717 France Ave. S West 57° Street 3811 57" St. W 5705 France Ave. S To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 2 Based on the video that was provided, water was observed to be flowing west along West 57th Street towards France Avenue, as expected based on topography. The two catch basins along West 57th Street appeared to be largely ineffective, potentially due to the silt bags that are temporarily installed in the catch basins due to nearby home construction (Figure 2). Therefore, much of the flow generated from West 57th Street was bypassing the catch basins and flowing south along France Avenue. Figure 2 West 57th Street catch basin (image capture from video) and location circled in red on the image to the right. Jr. Wild 61W West 57'h Street 3812 57'h St. W 3811 571h St. W 5705 France Ave. S 8 Srdr.rd01 CR 17 5709 France Ave. S >MILANO/ 5717 France Ave. S 5112 [WNW 3/16 CTINOI 4001 Wood \ End Dr. ild111.14¢AVI. 9 AW. 4000 Wood \ End Dr. To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 3 The water in the northbound lane of France Avenue that was flowing south largely exceeded the capacity of the catch basin near 3811 West 57th Street, and water continued to flow south to the next, lowest inlet (Figure 3). This grated inlet at 5709 France Avenue was completely submerged and a vortex was occasionally observed indicating at least intermittent flow into the storm sewer system at this location. Additionally, the entire width of France Avenue was under water in this area, including the road centerline, suggesting that the water level was up to at least 871.2 feet and likely a few inches higher. Figure 3 France Avenue catch basin (image capture from video) and location circled in red on the image to the right. The video footage also captured flooding conditions in the backyards east of France Avenue and south of 57th Street. There is an inlet behind the home at 5709 France Avenue with a rim elevation of 869.4 feet. This inlet is connected to the main storm sewer line along France Avenue. Water was observed bubbling up through this inlet into (and filling) the backyards east of France Avenue (Figure 4). Given the water level in France Avenue, it is possible that the water coming out of the inlet may have been flowing back through the pipe from France Avenue, adding to the amount of flood water in the backyards. It is also possible that this water was coming from the east (from within the upstream storm sewer), but with flow through the pipes restricted by the flooding on France Avenue, the water from the east (Ewing Avenue storm sewer) bubbled up to the surface. To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 4 SI 0 3812 57. St. W West Sr, Street 4000 Wood End Dr. 381157^ St. W 5705 France Ave. S 5709 France Ave. S 5717 France Ave. 4001 Wood End Dr. Figure 4 Backyard inlet bubbling water (image capture from video) and location circled in red on the image to the right. During this storm event, the resident also observed a significant amount of stormwater flowing north from the inundation at the low area along France and westward to Wood End Drive. Water was pooled in the low area along Wood End Drive up to an elevation of about 869.5 feet (roughly estimated based on LiDAR elevation data and video). This is equivalent to over one foot of water in many places, and up to 1.5 feet of water near the four catch basins along Wood End Drive. In the video, the four catch basins were not visible due to the depth of water, but it does not appear that water was flowing quickly into the catch basins. This restriction could be due to temporary silt bags in the catch basins (Figure 5) which are in place for the purpose of catching sediment from construction upstream along Wood End Drive. Figure 5 Google Street View image of Wood End Drive catch basins pipe hydraulic grade line —with sediment ow .. so, mui . ••• pipe hydraulic grade line —without sediment sediment build-up downstream most pipe To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 5 The videos provided suggest that there are inlet capacity issues both along France Avenue where the catch basins are intended to drain water as it flows both north and south to the low area, and along Wood End Drive where the catch basins are intended to drain water from the road surface to Minnehaha Creek. The inlet capacity issues may be driven by either the presence of the silt bags, the number of catch basins, or both. 2.2 Hennepin County Data Hennepin County staff investigated the storm sewer pipes north of West 57th Street along France Avenue and up to the discharge point to Minnehaha Creek. The trunk system in this area includes a 235 foot, 15- inch reinforced concrete pipe (RCP), followed by a shorter 15-inch plastic pipe that discharges to the creek. There were two issues found during this investigation. First, in the catch basin manhole where these two pipes meet, the invert (controlling elevation) of the downstream plastic pipe was nearly 2 feet higher than the invert of the upstream RCP. Figure 6 shows a longitudinal profile of the storm sewer system under France Avenue (flowing from right to left, with the left side being north). This elevation difference significantly reduces the efficiency of the storm sewer system at passing flow. When the longer RCP is clean and open, it will always be flowing full, which is less efficient than a pipe that is not flowing full. Additionally, the downstream-most 15-inch pipe with the elevated inverts will have less pressure driving flow through the pipes. This will further reduce the efficiency or capacity of the storm sewer to pass flow. Figure 6 Longitudinal profile of the storm sewer system with pipes that are not aligned Second, because the downstream plastic pipe invert is nearly 2 feet higher than the upstream RCP, sediment had deposited and collected in this longer RCP, further reducing the conveyance capacity of this Elevation, feet (NGVD29) 875 870 865 860 To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 6 pipe. Hennepin County jetted and vacuumed out the sediment from this pipe and removed two truckloads of sediment. 3.0 Potential Improvement Options We considered several potential improvement options that can be implemented to help solve, or at least improve, the flooding issue in this area. Some options are immediate or short-term and have already been completed or can be completed soon. Others are longer-term solutions and can be implemented in the years to come. These short-term options are expected to provide some improvement, but not significant improvement on the peak flood elevations. The City's stormwater model was used as a tool to demonstrate and quantify the benefits that each of these options provides during the 10-year, 24-hour storm event. This event was chosen because of the readily available boundary conditions required, and because of the ability to compare this storm to the recent event in September, 2018. The improvement options are discussed in the next section. 3.1 Short-Term Options Three short-term improvement options were considered: • Increased inspection/maintenance frequency to keep pipe sediment free • Removal of catch basin sediment control silt bags • Review Wood End Dr system for condition The first short-term improvement option is to clean out the sediment in the pipe and restore flow capacity (maintenance). This has already been completed by Hennepin County. This option was evaluated with the City's stormwater model by running two model simulations — (1) representing a condition of the pipe half full of sediment and (2) representing a "clean" pipe (free of sediment). During a 10-year, 24-hour storm event (design event from NOAA Atlas 14 simulating 4.3 inches of rainfall over a 24-hour period) this short-term maintenance option reduces peak flood elevations as follows: • The peak flood elevation in the low area along France Avenue is not affected. • , The peak flood elevation in the backyards east of France Avenue is not affected. • The peak flood elevation in the low area along Wood End Drive is decreased by 0.1 feet. While the removal of the sediment may reduce flooding during events smaller than the 10-year event, in this particular case, the removal of the sediment has more of an impact on flooding duration, rather than the peak flood elevation. The removal of the sediment shortens the duration because the system can ultimately drain more quickly; the peak elevations are less affected largely because of (1) the limited inlet capacity in the roads and (2) the high inverts of the downstream-most pipe. For example, the flooding duration in France Avenue during the 10-year, 24-hour storm event is reduced from about 9 hours to about 4 hours by conducting the pipe maintenance. To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 7 In addition to the removal of the built up sediment (which has already been completed), the second short-term option is to remove the silt bags at the catch basins in this area, along Wood End Drive and West 57th Street. This solution was also evaluated with the City's stormwater model by running two model simulations — (1) representing a condition of almost no inlet capacity at these catch basins and (2) restored inlet capacity. During a 10-year, 24-hour storm event this short-term maintenance option reduces peak flood elevations as follows: • The peak flood elevation in the low area along France Avenue is not affected. • The peak flood elevation in the backyards east of France Avenue is not affected. • The peak flood elevation in the low area along Wood End Drive is decreased by 0.2 feet, relative to the base condition (silt bags and sediment). The third short-term option is to inspect the catch basins, pipes, and the treatment structure manhole at the low point along Wood End Drive. This inspection option has not been performed but may identify restrictions in the storm sewer system that are currently unknown. Additional short-term options may also be identified as a result of this inspection. 3.2 Long-Term Options We considered five long-term options, in addition to the short-term options described in Section 3.1, which could help solve or at least improve the flooding issue at this location. Any of these individual options, or any combination of these options, could be implemented in the future as opportunities arise. Performance for each option was reviewed for the following criteria and is reported in the recommendations summary table below (Table 1). • Reduction of peak flood elevation along France Avenue (MHS_1) • Reduction of peak flood elevation in rear yards (MHS_74) • Reduction of peak flood elevation on Wood End Drive (MHC_4, un-delineated) To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 8 Table 1 Summary of long-term improvement options and the incremental reductions in the peak flood elevations for the 10-year, 24-hour storm event Condition Flood Elevation (France Avenue, MHS_1) Flood Elevation (Rear Yards, MHS_74) Flood Elevation (Wood End Drive, MHC_4) Existing (Base) Condition 871.0 872.3 870.9 Long Term Improvement Option Flood Elevation Reduction (France Avenue, MHS_1) Flood Elevation Reduction (Rear Yards, MHS_74) Flood Elevation Reduction (Wood End Drive, MHC_4) Option 1 - lower inverts and increase capacity, Section 3.2.1, recommended 0.2 feet 1.7 feet 1.0 feet Option 2 - Option 1 plus additional France Ave. inlet capacity, Section 3.2.2, recommended Option 1 + 0.8 feet Option 1 - 0.2 feet Option 1 + 0.3 feet Option 3 - Option 2 plus additional Wood End Dr. inlet and pipe capacity, Section 3.2.3, recommended pending review Option 2 + 0.0 feet Option 2 + 0.0 feet Option 2 + 1.5 feet Option 4a - Option 1 plus diverting Ewing Ave., Section 3.2.4, recommended if not 4b Option 1 + 0.0 feet Option 1 + 0.2 feet Option 1 + 0.0 feet Option 4b - Option 2 plus diverting Ewing Ave., briefly discussed in Section 3.2.4, recommended Option 2 + 0.2 feet Option 2 + 0.4 feet Option 2 + 0.0 feet Option 5 - Backflow preventers, not recommended 0.0 feet 0.0 feet 0.0 feet 3.2.1 Lower Pipe Invert to Increase Capacity of France Avenue System The first long-term option is to lower the invert of the downstream-most pipe, and increase the size of the storm sewer system under France Avenue to 36-inch pipes (Figure 7). During a 10-year, 24-hour storm event (design event from NOAA Atlas 14 simulating 4.3 inches of rainfall over a 24-hour period) this improvement option reduces peak flood elevations as follows: • The peak flood elevation in the low area along France Avenue is decreased by 0.2 feet, from 871.0 feet in the base condition to 870.8 feet. With this change, there would still be significant flooding on France Avenue, albeit for a much shorter duration. • The peak flood elevation in the backyards east of France Avenue is decreased by 1.7 feet, from 872.3 feet in the base condition to 870.6 feet. Based on the 2011 LiDAR data, this appears to remove all impacts to homes along France Avenue and 57th Street from the backyard area. • The peak flood elevation in the low area along Wood End Drive is decreased by 1.0 feet, from 870.9 feet in the base condition to 869.9 feet. This is an improvement, but there would still be substantial flooding on Wood End Drive. / 311WCOOLAND CO4 ,. , \ WOC.,01.AND OR To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 9 uea • WOODEAN3 %ow , 1.3.33 WI. AVE 5 A111 increase pipe size of these to 36-inch I lower inverts of this pipe 57131 Sr * 3-571.3 Si W.,bas 517,151 35. 3S 51711 ST IN 11257/11 ST • RNA W000 ENO 014 4331 WOOD LN3 DR 5511 5/ PI 5I V14 5/021.0.115VJ AVL S 57th St 5791 EY 40013 WOOD END OR I 5705 FRANCE V& S. 5704E,WINGAWL S 5,25 L./ ODD ENO OR .. • 14401 WOOD ENO OR la $935 WOOD END OR WOOD DID OR 5.101RANE.1..1.14., 15719 174ANcE AVE S 57111 RAWL AVL . r 57.4ITRANCL31.V1.5 5705EWitGAVE S 5112 EWING AVE S •i:4;3 5711 12.0 S S '111€ WING AVE S SifYi EJ 5,1.. L.' Figure 7 First proposed long-term improvement option —*ncreasing capacity of France Avenue storm sewer system and lowering downstream-most pipe invert 3.2.2 Additional catch basins in the low point on France Avenue In addition to the first long-term option described in Section 3.2.1, the second long-term option considered is the addition of three catch basins in the low point on France Avenue (and connection to the larger (36-inch) France Avenue system (Figure 8). During a 10-year, 24-hour storm event (design event from NOAA Atlas 14 simulating 4.3 inches of rainfall over a 24-hour period) this improvement option reduces peak flood elevations as follows: • The peak flood elevation in the low area along France Avenue is decreased by 1.0 feet, from 871.0 feet in the base condition to 870.0 feet. With this change, there would be no flooding along France Avenue. • The peak flood elevation in the backyards east of France Avenue is decreased by 1.5 feet, from 872.3 feet in the base condition to 870.8 feet. This improvement is not as good as long-term option 1 alone, because of the additional water that is allowed to enter the system along France lower inverts of this pipe P 333, 571.451 OV 3 It 57141 ST Wiliam 5/TH STN 362) 57TH SI* 712111,1 ST 7.:09 Le 5 '33 s NINL: AVE S SORW3 AYE S J 5 n3S EWING AVE S 5712E0154G AYES 57rh Si 5'3I Lf 5,35 LO VII LI add three catch basins =176 ViLX.> 0 LI 0 UR,, • • 14W1111N:X.LI L*0 UR D aliS YFUOD LND DR ISFDI F RAM= Aft DOD L40 DR W. • J L.114 141WANLI AYE 5 F. All. 5 514104.RWL AIL To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 10 Avenue, thus restricting drainage from the backyards. However, homes still appear to be not impacted from the backyard at this elevation based on LiDAR data. • The peak flood elevation in the low area along Wood End Drive is decreased by 1.3 feet, from 870.9 feet in the base condition to 869.6 feet. This is a greater improvement, because there is now no flow coming from France Avenue into Wood End Drive. However, the front yards of two properties are inundated. 54350 RANGS AVCS Lt..; ANL, ;.:114 AtOGULAMD UR Lal 40011.33.3i C tR . '•5453T R.554531. '. increase pipe size of these to 36-inch .5.1.3.1 FY003 CND DR 134 "DUO LW ON 1511 51 PI LIN ,._ 1I T 5.8750 RANCL RA. S .J15 L5iD UR " 21 Figure 8 Second proposed long-term improvement option — increasing capacity of France Avenue storm sewer system, lowering invert of downstream-most pipe, and adding three catch basins along France Avenue 3.2.3 Additional catch basins in the low point on Wood End Drive, and larger 18-inch pipes to Minnehaha Creek In addition to the second long-term option described in Section 3.2.2, the third long-term option is to add two catch basins at the low point on Wood End Drive and increase the pipe sizes (to 18-inch) to To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 11 Minnehaha Creek (Figure 9). During a 10-year, 24-hour storm event (design event from NOAA Atlas 14 simulating 4.3 inches of rainfall over a 24-hour period) this improvement option reduces peak flood elevations as follows: • The peak flood elevation in the low area along France Avenue is decreased by 1.0 feet, from 871.0 feet in the base condition to 870.0 feet. With this change, there would be no flooding along France Avenue. The option described in this section provides no additional benefit to the low area along France Avenue that is not already provided by the option described in Section 3.2.2. • The peak flood elevation in the backyards east of France Avenue is decreased by 1.5 feet, from 872.3 feet in the base condition to 870.8 feet. The option described in this section provides no additional benefit to the backyards east of France Avenue that is not already provided by the option described in Section 3.2.2. • The peak flood elevation in the low area along Wood End Drive is decreased by 2.8 feet, from 870.9 feet in the base condition to 868.1 feet. With this change, there would be no flooding on Wood End Drive. This option provides greater benefit to the low area along Wood End Drive than the options described in Sections 3.2.1 and 3.2.2. %A...PRA/ILL AVE 5 I lower inverts of this pipe G\ si H 51#2 3312 S 7DI Si WJ5 ',71.151 Ott IA 23 5711.1 SSW 712 5111A Si 57th St Z.0151/4•1000 E40 DR C(vj NOOD END DR 3305 WOOD L4E1 S !DA EWING AVE 5 575E14111G AVE 5 r S '12 E WING AVE 5 To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 12 ID C WOODLAND OR 01 WOODLAND . '25 MOO LA-AND COR , VLtd 1 RANCE AVE 5 increase pipe size of these to 36-inch -AND CAI tD C 5,'JJ L.VIN. AVE 31111 57 I54 5 1.5 57115 111, LOU E41.1 DR (0. *.r3S W-JOD E4D DR increase pipe size of these to 18-inch 5 itl. RANCE AK 5 .J15 .5L_11-4_, EIRANEAVE -I I Figure 9 Third proposed long-term improvement option — increasing capacity of France Avenue storm sewer system, lowering invert of downstream-most pipe, adding three catch basins along France Avenue, adding two catch basins on Wood End Drive, and increasing pipe size from Wood End Drive to Minnehaha Creek 3.2.4 Diverting water from Ewing Avenue In the base condition, restricted flow capacity in the France Avenue storm sewer system limits outflow from the low backyard area east of France Avenue. Additionally, this capacity limitation forces water from Ewing Avenue to surcharge from the storm sewer system, bubbling out at the surface in the backyards. Diverting water from Ewing Avenue could provide additional benefit to the backyard areas. In addition to the first long-term option described in Section 3.2.1, the fourth long-term option is to abandon the existing pipe draining Ewing Avenue towards France Avenue, and install a new 18-inch pipe from Ewing Avenue north to 57th Street (Figure 10). During a 10-year, 24-hour storm event (design event from NOAA Atlas 14 simulating 4.3 inches of rainfall over a 24-hour period) this long-term improvement option reduces peak flood elevations as follows: ,11.1 fen4a AKS add three catch basins 1_ 5711 L.. I L. To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 13 • The peak flood elevation in the low area along France Avenue is decreased by 0.2 feet, from 871.0 feet in the base model to 870.8 feet. With this change, there would still be significant flooding on France Avenue, albeit for a much shorter duration. If the three additional catch basins were included in this option, such as described in Section 3.2.2, the peak flood elevation would be reduced to 869.8 feet, a 1.2 foot reduction from the base condition. • The peak flood elevation in the backyards east of France Avenue is decreased by 1.9 feet, from 872.3 feet in the base condition to 870.4 feet. This appears to remove all impacts to homes along France Avenue and 57th Street from the backyard area based on LiDAR, and is an improvement in this area over long-term options 1 through 3. • The peak flood elevation in the low area along Wood End Drive is decreased by 1.0 feet, from 870.9 feet in the base condition to 869.9 feet. This is an improvement, but there would still be substantial flooding on Wood End Drive. The additional catch basins and increased pipe sizes that are described in Section 3.2.3 would prevent the flooding at Wood End Drive. AS-1OLLAND CR - add these 18- inch pipes C ' 25714151 WJIKIP S11,191 W increase pipe size of these to 36-inch 9/40 EWING AVE 59 9I 191.111.9 AV, S _AND Cal \ V4 ROWLAND 0-a 10 • WOQI.11..44t1 .14.% I IjRNI;LAVL 5 31111 511)151 W 5200 EWING AVE 5 9 .11 L.. 5/051 RANCE AVL 920A LVVOR:AVE S 5205 Li1 14051WODD L NU De Q u•5 WOOD END OR •DU iNU DR 2119 FRANCE AVL 5209 AOlv WOOD END OR C lower inverts of this pipe L To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 14 Figure 10 Fourth proposed long-term improvement option — increasing capacity of France Avenue storm sewer system, lowering invert of downstream-most pipe, abandoning the existing pipe from Ewing Avenue to the west, and adding new 18-inch pipe to divert stormwater from Ewing Avenue 3.2.5 Backflow preventers between France Avenue and the backyards to the east There was initially some suspicion that the flow bubbling up from the storm sewer system in the backyards (described in Section 2.1, and Figure 4) was coming from France Avenue flooding. However, further analysis indicates that the surcharging will continue to occur in the backyard area if backflow preventers are installed due to the limited flow capacity in the France Avenue system and incoming stormwater flows from the Ewing Avenue storm sewer system. Therefore, we do not recommend installing backflow preventers in the existing pipes between France Avenue and the backyards (Figure 11). 11..1 C r•! WOODLAND '. / 1 - ~,A)03 WOOD VID DR VII Li 1 51.i 5716EW1NGAVE z 5712EW1NG AVE 7'I!/RAWL AVE. 5 W WOODLANDCIR RAYCI. AVL JU )15/I1151 W s7 WOODLAND Q11.4 CI CO " WA (RANCE AVE Ilk c,„,„„ AM MOOD [NJ DR 14001 WOOD EMU DR 1 0.15 WOOD CND OR 510-ii IRA. Art 5 5.*ris L Orrg, AVL 3212 srrti 51. 57I11 SI At 30 511)1 ST W 712 5114151 VW EV 5/111f ROUX AK 5705111ANCL 57th St Val LI, 5 ed AVL backflow preventers 4.us WOOD DID Lk ODD CIO DR To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 15 Figure 11 Fifth proposed long-term improvement option — backflow preventers between France Avenue and the backyards east of France Avenue (not recommended). 4.0 Conclusions The area around the intersection of France Avenue and West 57th Street experiences flooding, even during relatively small rain events. There are short-term and long-term improvement options that can be implemented to reduce both the peak flood elevations and flood durations. In the short term, Hennepin County has already removed sediment that was restricting flow capacity of the storm sewer system under France Avenue. The City could also remove the temporary silt bags from the catch basins on West 57th Street and Wood End Drive, although the flooding benefit from this would be marginal. The relationship between sediment controls and flooding is rather complex. The temporary inlet protection (silt bags) can exacerbate flood elevations due to reduced inlet capacity. However, without silt bags, the sediment that accumulates in the pipe can also exacerbate flood elevations in the long term due to reduced pipe capacity (until periodic maintenance occurs). In the long term, we recommend that the city consider lowering the upstream invert of the downstream- most pipe under France Avenue, increasing the pipe size along France Avenue to 36-inch pipes, and installing additional catch basins to the low points on both France Avenue and Wood End Drive. To: Ross Bintner From: Cory Anderson and Sarah Stratton Subject: Stormwater Issues and Findings at West 57th Street and France Avenue Date: January 3, 2019 Page: 16 Additional reductions in the flood elevations in the backyard area could be achieved by diverting flow from Ewing Avenue north to West 57th Street. Please let us know if you have questions about the data, the analysis, or the conclusions as you are reviewing this technical memorandum. If so, please contact Cory Anderson, PE, at 952-832-2872 or at canderson@barr.com. You're West 58th Street Reconstruction Invited: Oper,House c c oA Pamela Park Tell us your experience on West 58th Street from Wooddale Avenue to Xerxes Avenue. Edina would like to design a solution for your transportation challenges. Join us at an open house Monday February 25, 2019 from 6 - 8 p.m. at the Public Works Building, 7450 Metro Blvd, Edina. • le Better Together Unable to Attend? Participate online at www.BetterTogetherEdina.org to start the conversation, provide ideas, sign-up for email updates, sign-up to participate in a project focus group, and stay ur*,4-' i West 58th Street progress. 0 • West 58th Street Reconstruction — Open House You're Invited Monday, February 25, 2019 6 — 8 p.m. Public Works Building 7450 Metro Blvd Edina, MN 55424 For more information visit: www.BetterTogetherEdina.org PRSRT STD US POSTAGE PAID TWIN CITIES MN PERMIT 30308 *********************ECRWSS"C 006 Terri E Matavovsky Or Current Resident 3811 W 57th St Edina MN 55410-2370 1 69 W 58th St O S any So ueJd SAV el Epp OOM West 58th Street Reconstruction Participate online at www.BetterTogetherEdina.com to start the conversation, provide ideas, sign-up for email updates, sign-up to pariticpate in a project focus group, and stay up-to-date on West 58th Street progress. - — Better Together EDINA All paved streets have a limited life-cycle and will require reconstruction. Reconstruction is required when normal maintenance like pothole patching is no longer effective. Reconstruction is an opportunity for the residents to consult Edina on the needs for the corridor. Reconstruction may allow for changing the street width, installing new pedestrian facilities, upgrading bike lanes, and a variety of other options. Changes to the existing roadway design will take into account residents feedback. You are invited to provide feedback and help Edina determine needs along West 58th Street. Project Development Process Timeline EIE,E IE.ERE MAY Ut APR' FEBRUARY MARCH APRIL c12 a a Final Des1211111 Construction Open House Design Alternatives Development Feedback • Identify • Resident and Stakeholder Focus Group discussions • Opportunity • Provide feedback resident needs to provide feedback on alternatives. for feedback on for final design — Sign-up for a focus group. initial design adjustments — Comments are accepted online Date: August 7, 2019 Agenda Item #: X.B. To:Mayor and City Council Item Type: Other From:Jennifer Garske, Executive Assistant Item Activity: Subject:Correspondence Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: Attached is correspondence received since the last City Council meeting. ATTACHMENTS: Description Correspondence 8-7-19 City of Edina Correspondence Submission Correspondence Selection * Data Practices Advisory: Any information submitted through this form will be emailed to all City Council Members and submitted for inclusion in the next public “Council packet.” Council packets are permanent records of materials prepared for City Council meetings. Council packets are public documents that are available in print, published on the City’s website and maintained in permanent electronic records. You are not required to complete any fields of this form. However, if you do not provide your name and street or email address, your comments will not be included in the Council packet. Open Meeting Law City Council Members receive and consider all feedback sent through this form. Because of the open meeting law, Council Members cannot engage in back-and-forth emails involving a quorum of three or more members. For that reason, you might not receive a response from them. You might also receive a response from a City staff member. Email City Council: If you only want to email the City Council and not send your comments for publishing, contact members at CityCouncil@EdinaMN.gov. Contact Executive Assistant Sharon Allison, at SAllison@EdinaMN.gov, if you have any questions or require assistance. Council Packet Deadline Correspondence must be received by noon the Thursday prior to a City Council meeting in order to ensure it is published in the packet prior to the Council meeting. Submissions after that time may be included in a future Council packet. Name * Street Address City State Zip Code Phone Number Email Mayor & City Council Robert Kuhn 6933 Southdale Rd Edina MN 55435-1648 9526077030 no dashes or spaces rkuhncpa@aol.com Comments * File Upload By submitting this form, I have read and agree to the Data Practices Advisory above. This is in regard to the building that Ryan proposed on 70th and France. What is with you people and you suggesting he building it taller. Is it to get more affordable apartments so as to get more illegals to get more votes for you people. Maybe it is because Luigi Bernardi was not allow his tall buildings on France. Or maybe you are friends with these developers and friends get benefits. This just puts more traffic on France and 70th which is over used. This city council basically is concerned with apartments, bike paths, and parks. The roads in this city are about the as good as a country gravel potholed road. You are not concerned about the people in this city. Oh by the way I forgot to mention the hairbrained idea of the cap over Highway 100 which tops everything which has ever been proposed. I am sure this message will just go where all messages go that you disagree with, the trash barrel. Attachments allowed: pdf, jpg, png City of Edina Correspondence Submission Correspondence Selection * Data Practices Advisory: Any information submitted through this form will be emailed to all City Council Members and submitted for inclusion in the next public “Council packet.” Council packets are permanent records of materials prepared for City Council meetings. Council packets are public documents that are available in print, published on the City’s website and maintained in permanent electronic records. You are not required to complete any fields of this form. However, if you do not provide your name and street or email address, your comments will not be included in the Council packet. Open Meeting Law City Council Members receive and consider all feedback sent through this form. Because of the open meeting law, Council Members cannot engage in back-and-forth emails involving a quorum of three or more members. For that reason, you might not receive a response from them. You might also receive a response from a City staff member. Email City Council: If you only want to email the City Council and not send your comments for publishing, contact members at CityCouncil@EdinaMN.gov. Contact Executive Assistant Sharon Allison, at SAllison@EdinaMN.gov, if you have any questions or require assistance. Council Packet Deadline Correspondence must be received by noon the Thursday prior to a City Council meeting in order to ensure it is published in the packet prior to the Council meeting. Submissions after that time may be included in a future Council packet. Name * Street Address City State Zip Code Phone Number Email Mayor & City Council L Hope Melton 4825 Valley View Road Edina MN 55424 9529263959 no dashes or spaces hopemelton@hotmail.com Comments * File Upload By submitting this form, I have read and agree to the Data Practices Advisory above. Dear Mayor and Council Members I write to support the Acquisition of Property at 7075-7079 Amundson Avenue and the Proposed Pilot Program: Preserving Edina Homeownership. The development of 62 units of affordable workforce housing at 7075-7079 Amundson Ave. will provide housing for employees of Edina schools and businesses while providing a model for future development according to the goals and design guidelines of the 70th & Cahill SAP. It will make a significant contribution to Edina's achievement of the Metropolitan Council's forecast need of 1020 affordable rental units by 2039. Finally, it will advance the City's race and equity goals. The Pilot Program to Preserve Edina Homeownership for low and very-low households will help a limited number of households who would, under current market conditions, be excluded from qualifying for homeownership in Edina, to achieve that goal. This is an important step forward for households historically excluded from homeownership. Attachments allowed: pdf, jpg, png City of Edina Correspondence Submission Correspondence Selection * Data Practices Advisory: Any information submitted through this form will be emailed to all City Council Members and submitted for inclusion in the next public “Council packet.” Council packets are permanent records of materials prepared for City Council meetings. Council packets are public documents that are available in print, published on the City’s website and maintained in permanent electronic records. You are not required to complete any fields of this form. However, if you do not provide your name and street or email address, your comments will not be included in the Council packet. Open Meeting Law City Council Members receive and consider all feedback sent through this form. Because of the open meeting law, Council Members cannot engage in back-and-forth emails involving a quorum of three or more members. For that reason, you might not receive a response from them. You might also receive a response from a City staff member. Email City Council: If you only want to email the City Council and not send your comments for publishing, contact members at CityCouncil@EdinaMN.gov. Contact Executive Assistant Sharon Allison, at SAllison@EdinaMN.gov, if you have any questions or require assistance. Council Packet Deadline Correspondence must be received by noon the Thursday prior to a City Council meeting in order to ensure it is published in the packet prior to the Council meeting. Submissions after that time may be included in a future Council packet. Name * Street Address City State Zip Code Phone Number Email Comments * File Upload By submitting this form, I have read and agree to the Data Practices Advisory above. Mayor & City Council David Ingham 4360 France Ave Edina Minnesota 55410 6124237533 no dashes or spaces dingham54@yahoo.com Perhaps the Noise Ordinance that allows pile driving at 7:00am, should be reappraised. We were awakened by pile driving at 0700hrs at the construction site at Sunnyside and France Ave S. I called and complained and was told that it is allowed, that a police officer would not be sent over to the construction site at Sunnyside and France Ave S. Please reconsider the 9:00 am policy for pile driving. Thank you for your time. Attachments allowed: pdf, jpg, png City of Edina Correspondence Submission Correspondence Selection * Data Practices Advisory: Any information submitted through this form will be emailed to all City Council Members and submitted for inclusion in the next public “Council packet.” Council packets are permanent records of materials prepared for City Council meetings. Council packets are public documents that are available in print, published on the City’s website and maintained in permanent electronic records. You are not required to complete any fields of this form. However, if you do not provide your name and street or email address, your comments will not be included in the Council packet. Open Meeting Law City Council Members receive and consider all feedback sent through this form. Because of the open meeting law, Council Members cannot engage in back-and-forth emails involving a quorum of three or more members. For that reason, you might not receive a response from them. You might also receive a response from a City staff member. Email City Council: If you only want to email the City Council and not send your comments for publishing, contact members at CityCouncil@EdinaMN.gov. Contact Executive Assistant Sharon Allison, at SAllison@EdinaMN.gov, if you have any questions or require assistance. Council Packet Deadline Correspondence must be received by noon the Thursday prior to a City Council meeting in order to ensure it is published in the packet prior to the Council meeting. Submissions after that time may be included in a future Council packet. Name * Street Address City State Zip Code Phone Number Email Mayor & City Council Susan Peterson Sunnyside Road Edina MN 55424 9522015569 no dashes or spaces dsklpeterson@gmail.com Comments * File Upload By submitting this form, I have read and agree to the Data Practices Advisory above. On July 10, I sent an email (with photos) to every City Council Member and the Planning Director about a serious traffic accident that occurred on June 30 and caused thousands of dollars of damage at my home and a neighbor's property on Sunnyside Road. It is a minor miracle that no one was injured, but we are still dealing with the substantial aftermath of the accident. I said that homeowners like me have become increasingly concerned about increased traffic volumes and speed on Sunnyside, and that the situation should be addressed - especially in light of increased development in the area. I did not receive a single reply to my email. I find your lack of concern for the safety and well-being of taxpaying residents who elected you and pay your salaries to be appalling. Susan Peterson 4060 Sunnyside Road Attachments allowed: pdf, jpg, png 58363319986__67CD223A-6126-4207-82AE- 3538A5392947 (2).JPG 5.19MB Date: August 7, 2019 Agenda Item #: C.1. To:Mayor and City Council Item Type: Minutes From:Casey Casella, City Management Fellow Item Activity: Subject:Minutes: Energy and Environment Commission, June 13, 2019 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: Receive the Energy and Environment Commission minutes of June 13, 2019. ATTACHMENTS: Description Minutes: EEC June 13, 2019 Draft Minutes☐ Approved Minutes☒ Approved Date: 7/11/19 Minutes City Of Edina, Minnesota Energy and Environment Commission Edina City Hall Community Room Thursday, June 13, 2019, 7:00 PM I. Call To Order Chair Jackson called the meeting to order at 7:00 p.m. II. Roll Call Answering Roll Call were Chair Jackson, Commissioners Horan, Hussian, Manser, Lanzas, Satterlee, Hoffman, Glahn and Maynor Late: Absent: Seeley, Fernands Staff Present: Liaison Brown, Casey Casella III. Approval Of Meeting Agenda Commissioner Horan made a motion to approve the June 13, 2019 meeting agenda. Hoffman seconded. All voted aye. Motion carried. IV. Approval Of Meeting Minutes Motion made by Hoffman to approve the May 9, 2019 minutes. Motion seconded by Lanzas. Motion carried. V. Special Recognitions and Presentations A. Adopt a Storm Drain Martha Allen, Water Resources Intern, presented the Adopt a Storm Drain program to the Commission. • Topics covered: Reasons to have an adopt a storm drain program and how the program works. • Next steps: The EEC can help promote the program and spread the word B. Initiative 4: Study and Report on Pollinators Support Commissioner Horan and student, Morgan Mellum, presented research in support of pollinators. • Topics covered: Background on what pollinators are, why the need protecting, ways to protect pollinators, and action agencies are taking. This presentation was the initial information on “report and recommend” for initiative #5 on the Commission’s work plan. VI. Community Comment Chair Jackson introduced a correspondence with Michelle Swanson, resident. The correspondence will be on the Commission’s next agenda. VII. Reports/Recommendation A. August Meeting Location and Time Draft Minutes☐ Approved Minutes☒ Approved Date: 7/11/19 Commissioned discussed the timing and location of their August meeting. The Commission will have a tour of the sustainability aspects of the City’s golf course at 6:30pm, then host their regular meeting in the course conference room at 7pm. Hussian made a motion to move location of August 8, 2019 Energy and Environment Meeting to Braemar Golf at 7pm. Manser Seconded. All voted aye. Motion carries. B. Resolution of Support for a Climate Inheritance Resolution Commissioner Satterlee presented the draft resolution. The Commissioners discussed the resolution. Topics discussed: • Urgency and dates of the actions of the resolutions • Goal and role of the Commission in the resolution • Role of the League of Minnesota Cities and the action resolved in the resolution Satterlee made a motion to table the advisory communication to next month’s meeting. Lanzas second. One discussion on timing. All voted aye. Motion carries. VIII. Correspondence and Petitions None. IX. Chair and Member Comments A. Initiative 3: Efficient Building Benchmarking Chair Jackson provided an update on the approved efficient building benchmarking ordinance. B. 4th of July Parade Commissioner Hoffman reported he submitted the application to march in the Edina 4th of July Parade. Discussion items: • Banner for the recognized businesses in the Business Recognition Program and logo. • Commissioners volunteers at the event. C. Initiative #2: BRP Update Commissioner Horan provided an update about the Green Business Recognition Program. X. Staff Comments A. Human Services Task Force Liaison Brown asked for appointment of a commissioner to the city-wide task force convening this summer. Chair Jackson made a motion to nominate Commissioner Lanzas to the Human Services Task Force. Commission Horan seconded. Motion carried. B. Recycling and Organics Update Draft Minutes☐ Approved Minutes☒ Approved Date: 7/11/19 Liaison Brown provided an update on the outcome of the recycling and organics contracts. C. Edina Open Streets Application Liaison Brown reminded the Commission Open Streets is in September, and the application is due in August. D. Quality of Life Survey Liaison Brown notified the Commission there are Sustainability questions on the 2019 Quality of Life Survey. A link to the survey results was provided in the packet item. E. Student Commissioner Liaison Brown notified the Commission that Chloe Maynor and Ana Martinez will be appointed at the June 18, 2019 Council Meeting as the EEC’s student commissioners starting in September, 2019. XII. Adjournment Motion made by Glahn to adjourn the June 13, 2019 meeting at 8:14 p.m. Motion seconded by Horan. Motion carried. Respectfully submitted, Casey Casella City Management Fellow Date: August 7, 2019 Agenda Item #: C.2. To:Mayor and City Council Item Type: Minutes From:Jennifer Garske, Executive Assistant Item Activity: Subject:Minutes: Human Rights & Relations Commission, June 18, 2019 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: Receive the Human Rights & Relations Commission minutes of June 18, 2019. ATTACHMENTS: Description June 18, 2019 HRRC minutes Draft Minutes☐ Approved Minutes☒ Approved Date: 7/16/2019 Minutes City Of Edina, Minnesota Human Rights & Relations Commission Edina City Hall, Mayor’s Conference Room, June 18, 2019, 7 p.m. I. Call To Order Chair Nelson called the meeting to order at 7:02 p.m. II. Roll Call Answering Roll Call: Chair Nelson, Commissioners Beringer, Epstein, Edwards, Kennedy and Stringer Moore. Staff Present: Heidi Lee, Race & Equity Coordinator; and Jennifer Garske, Executive Assistant Absent: Commissioners Arseneault, Jones and Meek and Student Commissioner Moss-Keys. Arrived late: Student Commissioner Waldron III. Approval Of Meeting Agenda Motion by Commissioner Kennedy to approve the June 18, 2019 meeting agenda, seconded by Commissioner Beringer. Motion carried. IV. Approval Of Meeting Minutes Motion by Commissioner Epstein to approve the May 28, 2019 meeting minutes, seconded by Commissioner Kennedy. Motion carried. V. Special Recognitions and Presentations A. Presentation by Heidi Lee, Race & Equity Coordinator a. Chair Nelson introduced Staff Liaison Lee b. Lee discussed topics including: i. Race—not only how I perceive myself but also how others perceive me 1. What does that work look like in the City of Edina? ii. Systemic thinking 1. Patterns and beliefs connected to structures in place 2. Identifying barriers for people not using our facilities a. What patterns are associated with it? b. Fees, programming, transportation—all the systemic things that are contributing to the results. iii. Partnership 1. Let Heidi know what you are hearing, seeing in the community 2. What do you as a Commission need from Heidi to do your work plan? c. Commissioners brought up several topics: Draft Minutes☐ Approved Minutes☒ Approved Date: 7/16/2019 i. It would be helpful for Lee to also share with the Commission the attitude toward her work in the community at large. ii. Why do people want to brush this stuff under the carpet? a. Lee shared it is a challenge to be able to put in place procedures to get to that “why.” i. Create a framework for people to have conversations. ii. Have grace for others as you have conversations in the community. iii. Common language—what we mean when we say we are talking about race. iv. Making all staff members race and equity leaders. b. An urgency at City Hall to tackle disparities, but not seeing that in community. i. We are operating on the assumption that racial equity is being supported. How do we move the issue forward with the very public and very professional opposition? ii. People don’t make it a priority. Falls on the bottom of people’s priority list. iii. Reframing what equity looks like. 1. Scarcity model—I am giving something to someone, and taking from someone else, “and vs. or.” 2. Balance, especially in a government environment. iii. How do we get to the technical piece? 1. May get to the technical piece, but need to assess and evaluate first. iv. Working with Affordable Housing Development Manager is important. d. Conclusions from Staff Liaison Lee: i. Important to get data collected to all departments of the city. 1. Data drives the work to be able to show the disparities. ii. Working to embed race and equity into the work. iii. The framework will include a checklist. 1. Who does this impact? Who does this burden? Student Commissioner Waldron arrived at 7:07 p.m. VI. Community Comment—None VII. Reports/Recommendations A. 2019 Commission Work Plan a. The Commission discussed the Work Plan. i. Chair Nelson connected with Matt Dahlen, chair of Parks & Recreation Commission about Work Plan Initiative #2: Review the naming of a public facility in the Grandview area after BC and Ellen Yancey. 1. Parks & Rec Commission had work session meeting with Council last month. 2. No restrictions in geography, does not have to be Grandview area. 3. HRRC can come up with most appropriate way to proceed. Draft Minutes☐ Approved Minutes☒ Approved Date: 7/16/2019 4. Get list to working group of places that can be named a. Wooddale Park was suggested as a possibility. b. Was Yancey homestead near the park? i. Stringer Moore will ask Historical Society for more info 5. Chair Nelson will circulate the survey created by the Arts & Culture Commission about Initiative #3, ensuring city facility artwork and décor reflects diversity of race and culture. B. Tom Oye Award Recommendations a. Commissioner Kennedy reported on the changes and timeline for this year’s Tom Oye Award: i. Two categories this year—one for non-students and one for K-12 and above students 1. Received many student nominations last year and it is hard to compare adults and students ii. Deadlines: 1. Make selections at October meeting 2. Make sure the winner can be at the Dec. 3 meeting 3. Would like posters and press release ready by Aug. 27 to distribute to HRRC members to share iii. Changes need to be made: 1. Make change to online form a. Have option for paper form by having some at school and City Hall 2. Add something to website about the Immortal Chaplain Award, which Tom Oye received iv. Presentation of Award 1. Dec. 10 is the anniversary of signing of the Universal Declaration of Human Rights 2. Commissioner Kennedy will reach out to her the first recipient’s daughter, Caitlin Ellingen Friedemann, to see if she would like to give out the award Dec. 3 3. Framed copies of declaration to recipient(s) v. Discussion around sending letters to nominators from last year or past winners. 1. Leave getting the word out to marketing. a. Reach out to clubs like Rotary b. Invite past winners c. Encourage future nominations at meeting in December when awards are given out Motion by Commissioner Kennedy to approve the Tom Oye Award Plan, seconded by Commissioner Edwards. Motion carried. C. Recent Mailings by The Center of the American Experiment a. Discussion asking what are people hearing? Something we should, could address in some way. 1. Don’t want to give it more credence or fuel. Draft Minutes☐ Approved Minutes☒ Approved Date: 7/16/2019 2. Extend invitation to Edina Schools to get information about what is going on in the schools. a. Mosaic initiative b. Edina School District Director of Equity and Enrollment or Edina High School Principal 3. Chair Nelson suggested scheduling their presentation for August VIII. Chair and Member Comments A. Chair Nelson shared that the Arts & Culture Commission would like to come to the July 16 HRRC meeting to talk about the two arts initiatives B. Chair Nelson noted that HRRC will meet with the City Council in the Work Session at 6:15 p.m. July 16 a. Regular HRRC meeting will follow immediately after b. Chair Nelson will reach out to commissioners individually to discuss presenting information at the Work Session c. Suggested that Chair Nelson talk about the bias offense plan at the Work Session. IX. Staff Comments C. Staff Liaison Lee shared the Work Session July 16 will be about 45 minutes X. Adjournment Motion by Commissioner Kennedy to adjourn the meeting, seconded by Commissioner Stringer Moore. Motion carried. Meeting adjourned at 8:25 p.m. Date: August 7, 2019 Agenda Item #: C.3. To:Mayor and City Council Item Type: Minutes From:Andrew Scipioni, Transportation Planner Item Activity: Subject:Minutes: Transportation Commission, June 20, 2019 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None. INTRODUCTION: Receive the minutes of the Transportation Commission from June 20, 2019. ATTACHMENTS: Description Minutes: Transportation Commission, June 20, 2019 Draft Minutes☐ Approved Minutes☒ Approved Date: July 18, 2019 Minutes City Of Edina, Minnesota Transportation Commission Community Conference Room June 21, 2019 I. Call To Order Chair Richman called the meeting to order II. Roll Call Answering roll call were Commissioners Ahler, Johnson, Kane, McCarthy, Plumb-Smith, Richman, Ruthruff, Scherer Absent: Commissioner Ayelomi, Olson, Zimbwa III. Approval Of Meeting Agenda Motion was made by Commissioner Johnson and seconded by Commissioner Ahler to approve the agenda. All voted aye. Motion carried. IV. Approval Of Meeting Minutes Motion was made by Commissioner Ahler and seconded by Commissioner McCarthy approving the amended May 16, 2019 meeting minutes. All voted aye. Motion carried. V. Special Recognitions and Presentation A. Traffic Impact Study and Educational Seminar Mike Spack and Bryant Ficek of Spack Consulting presented on Traffic Impact Studies and the ETC provided the following feedback • Update the coloring from grey and white to something that will be easier to read on the screen. • Update the font in the boxes to be larger. • Make the topic box being focused on larger. • When recording for the public, switch back and forth from computer screen and presenter or possibly do a split screen. • Explain the baseline for studies and what makes you better. • Add data from the City of Edina to show real life studies and how that data is used. • Remove the 6 lane example since there are none in Edina. • Provide visual on Edina’s process to hire Spack and how it is a pure process. Not working for the developer. • Provide what a final report looks like. • Glossary of how the cities, ordinances, policies, plans, etc. are used and what are best practices. • Incorporate ways you “fit” recommendations in the right of way. • Include how long it takes to complete a traffic study. Draft Minutes☐ Approved Minutes☒ Approved Date: July 18, 2019 • Add graphic that illustrates left turn queuing and stacking. VI. Community Comment Andrew Centanni from Cassia said that his company is moving to Edina at 7171 Ohms lane and has a request on the Traffic Safety Report requesting removal of parking restrictions to allow for in street parking since their lot isn’t big enough and they will be hosting trainings for employees. VII. Reports/Recommendations A. Traffic Safety Report Item A1. Discussion about how adding parking to W 51st St will funnel traffic to W 50th St and we should not be making the temporary parking permanent. A request was made to look at making parking only available on one side so that it won’t be as difficult for traffic to get through. Item A3. A request was made to review the traffic study for Roti. Motion was made by Commissioner Kane and seconded by Commissioner Ahler to move item A1 to C for further study and approve the amended May 28, 2019 Traffic Safety Report. All voted aye. Motion Carried. B. 2019 Work Plan Updates • #1 Had their 3rd meeting. o First draft of TDM will be available at a future meeting. • #3 Another article is being developed and will include points from traffic study seminar. • #4 CloverRide has been approved for another year. o Expansion of CloverRide by adding north route to connect at Southdale with the south route. o Plan to make contracts for south and north routes end on the same day so they can be renewed in one contract. • #5 Staff meeting with Heidi Lee, R&E Coordinator, to determine how the PACS fund could be used through race and equity lens. • #6 4 areas were identified to possibly use the walk audit tool. VIII. Chair And Member Comments Commissioner Johnson said he enjoyed helping set up for Bike to Work Day and was curious how it went. Commissioner Ahler said that every biker on W 50th St during Bike to Work Day was on the sidewalk because they felt it was too dangerous to bike in the street. She met with the Mayor and he is on a transportation committee for Mayors and is going to a national conference. She asked if he could bring back some ideas or information for the ETC. They also discussed if it would be possible to get funding for boulevard trees. She also said she was driving down Valley View Road where W 62nd St comes in and transit buses are having a hard time turning there because of the design. Lastly, she said the EEC is looking for volunteers to walk with them in the 4th of July parade. Draft Minutes☐ Approved Minutes☒ Approved Date: July 18, 2019 Commissioner Plumb-Smith asked who the city forester is and if there is a list of approved trees. Commissioner Kane thanked Spack for their presentation. He also said that when biking, leaving Fred Richards Park is dangerous and unsafe when crossing Parklawn. He also mentioned poor wayfinding along the Nine Mile Creek Regional Trail. Commissioner McCarthy said that W 66th St into Richfield looks great and thinks it would work well on France Avenue. He also mentioned the relatively poor condition/lack of crosswalk markings in certain areas in the Southdale District. Commissioner Scherer said that construction on Sally Ln is going well and crews are doing a great job. He is still trying to work with the school bus company to get pick up at his house and is willing to pay for the service. Commissioner Richman said she attended the Resilient Cities Workshop about climate change and worked specifically in the Transportation group on climate change. She said there were some great ideas about EV charging stations, right-of-way management for on-street parking, and the Greenest Region Compact from the Chicago area. She thanked everyone who helped with Bike to Work Day. Construction is going well in her neighborhood and the City and construction crew are very responsive. She requested that the City contact Hennepin County about a resident who parks on Xerxes Ave and disrupts traffic flow, and asked about the possibility of Transportation Commission-branded polos/shirts. IX. Staff Comments • City and County are in early discussions to scope out pedestrian improvements on France Ave at W 69th St and Parklawn Ave. • State legislature passed statute granting cities authority to lower speed limits to 25 mph. City engineers, transportation officials, and law enforcement agencies across the state are preparing recommendations to local governments on how to proceed. There are lots of factors to consider, including signage requirements, maintenance and enforcement. • The eastbound entrance/exit ramps on France Ave bridge are now open; the westbound ramps and bridge itself will remain closed until mid-July. • Construction at Vernon Ave/Interlachen Blvd is anticipated to be substantially completed by the end of July. • Valley View Rd sidewalk Phase 2 begins construction Monday. • Lincoln Dr shared-use path construction is scheduled to begin in August. • A shared-use path is in development on Tracy Ave between the new roundabout and Highway 62. • Public engagement survey for W 58th St closed today, staff will assemble feedback and report back to Council July 16. • City is still looking for volunteer commissioners to serve on the Human Services Task Force. • 2020 work plan development begins this month. • Open Streets planning has begun for 2019 (Sept 22), staff has reached out to Lime and the E-bike Challenge to solicit interest in participating. Draft Minutes☐ Approved Minutes☒ Approved Date: July 18, 2019 X. Schedule of Meeting and Events as of May 9th, 2019 For information purposes only, no discussion. XI. Adjournment at 8:31 p.m. Motion was made by Commissioner Johnson and seconded by Commissioner Ahler to adjourn the June 20, 2019 meeting. All voted Aye. Motion Carried. TRANSPORTATION COMMISSION ATTENDANCE J F M A M J J A S O N D # of Mtgs Attendance % Meetings/Work Sessions 1 1 1 1 1 1 6 NAME Ahler, Mindy 1 1 1 3 50% Johnson, Kirk 1 1 1 1 1 1 6 100% Kane, Bocar 1 1 1 1 1 5 83% McCarthy, Bruce 1 1 1 1 4 67% Olson, Larry 1 1 1 1 4 67% Plumb-Smith, Jill 1 1 2 100% Richman, Lori 1 1 1 1 1 1 6 100% Ruthruff, Erik 1 1 1 1 1 1 6 100% Scherer, Matthew 1 1 1 1 4 67% Veluvali, Shankar 1 RESIGNED 1 N/A Emmanual Ayelomi (s) 1 1 17% Yeukai Zimbwa (s) 0 0% Date: August 7, 2019 Agenda Item #: C.4. To:Mayor and City Council Item Type: Minutes From:Jackie Hoogenakker, Planning Division Item Activity: Subject:Minutes: Planning Commission, June 26, 2019 Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: No action. INTRODUCTION: Please find the attached approved June 26, 2019, P lanning Commission Meeting Minutes. ATTACHMENTS: Description Minutes: Planning Commission, June 26, 2019 Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 1 of 15 Minutes City Of Edina, Minnesota Planning Commission Edina City Hall Council Chambers June 26, 2019 I. Call To Order Chair Olsen called the meeting to order at 7:00 PM. II. Roll Call Answering the roll call were: Commissioners Miranda, Berube, Mangalick, Nemerov, Bennett, Lee, Douglas, and Chair Olsen. Staff Present: Cary Teague, Community Development Director; Kris Aaker, Assistant Planner; Jackie Hoogenakker, Support; Kaylin Eidsness, Senior Communications Coordinator. Absent from the roll call: Commissioners Thorsen, Strauss, Melton. III. Approval Of Meeting Agenda Commissioner Berube moved to approve the June 26, 2019, agenda. Commissioner Miranda seconded the motion. The motion carried unanimously. IV. Approval Of Meeting Minutes A. Minutes: Planning Commission, June 12, 2019 Commissioner Berube moved to approve the June 12, 2019, meeting minutes. Commissioner Douglas seconded the motion. Motion carried unanimously. Director Teague introduced Commissioner Douglas as the new Planning Commissioner. Commissioner Douglas reviewed his background with the Commissioners. V. Public Hearings A. Variance Request B-19-10 – 4213-4215 West 50th Street Assistant Planner Aaker presented the request of the applicant for a variance to permit a 10.3-foot setback for a garage and carport from right-of-way and variance from the minimum two-car garage requirement at 4213-4215 West 50th Street. The subject property is zoned R-2, double dwelling unit district, and is approximately 10,074 square feet in area, located south of West 50th Street consisting of a side-by-side double dwelling with a detached two-car garage accessing from West 50th Street. Staff recommends approval of the variance requests as requested subject to the findings and conditions listed in the staff report. Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 2 of 15 Discussion/Comments/Questions • Commissioners asked if the City had requirements or guidelines for garage access. Aaker responded she was not aware of any requirements. The garage would either need to access a street or alleyway. • Commissioners wondered if the City would see any issue in the future with use of the right-of- way for the driveway access to the alleyway. Aaker stated it has not been a concern of the City Engineer and was one of the first questions that was asked when this proposal came in. • Commissioners noted there was mention of eventually subdividing this parcel and wondered what that meant. Aaker explained there would be a party wall division with two legal descriptions and at some point in time the two units could be sold and owned separately. It should be noted that the subject lot is one lot. • Commissioners asked for confirmation that there was no subdivision before the Commission at this time. Aaker indicated that was correct. • Commissioners asked how a car will access the easement area on the property and which stalls would need to be removed from the existing parking lot. Aaker showed an aerial of the area and indicated two parking spots behind the garage that would need to be removed. She noted there was no objection when discussing this with the City Engineer and also indicated the same would be done for the property owner to the east. Appearing for the Applicant Steve Springrose, owner, introduced himself and explained he and his wife have owned the property for two years. The building was built as a duplex in the 40’s and did not have a lot of improvements through the years. He explained there is nowhere to park unless they park on Jay Place. Springrose said he is attempting to put in four resident parking and four guest parking spaces on the existing property. Nothing would change on the southside of the property. Springrose stated he wanted to maintain a good relationship between the duplex and the church behind them. He mentioned that in addition to the church he has spoken to the four adjacent landowners on Jay Place and to the property owner to the east and all are in support of what is being proposed. Springrose noted the garage as drawn on the south side has a fifteen-foot setback and in discussion with City staff it was indicated that twenty feet might be what is required there. He did not know if there was an administrative way to add a fifteen-foot setback capability to the variance, as the garage would be built to the south, even though it is not what was put into the information before the Planning Commission. Assistant Planner Aaker responded because it is an alley to the south, it is considered differently than a City street and actually a three-foot setback is required, not 15 or 20 if it were a street. Aaker stated Mr. Springrose is fine with what the drawing shows. Discussion/Comments/Questions • Commissioners had a concern with who would be maintaining the alleyway behind the garage. Springrose indicated there have not been any past concerns with the maintenance of the alleyway but if there were future concerns it would be brought forward to the City to see what could be done. • Commissioners asked how long Springrose has lived in the home. Springrose indicated his family does not currently live at the residence, it is being rented out to single individuals; however, they are planning on moving into the house in a few years. Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 3 of 15 • A Commissioner asked Springrose to expand his points regarding affordability. Springrose indicated this is naturally occurring low income property in the City of Edina. The rent charged is at the twentieth percentile of Edina incomes. Continuing, a Commissioner wondered if the renovations go through as proposed would the rents have to increase. Commissioners stated that those issues were not within the purview of the Planning Commission. • Commissioners wondered if there was a way to consider a different paving materials choice other than hardscape. Springrose stated he has been working with City Engineering related to that, adding they are trying to stay under six hundred square feet of pavement addition. The front area paving can be removed because it will not be accessed by a vehicle which will reduce the amount of hardscape. He noted he has looked at various types of paving that would limit the footprint and runoff. Public Hearing None. Commissioner Berube moved to close the public hearing. Commissioner Nemerov seconded the motion. The motion carried unanimously. Discussion/Comments/Questions • Commissioners discussed the concerns with single car garage and carport, the maintenance of the alleyway and the affordable housing aspect. • Commissioners were in support of the variance. Motion Commissioner Berube moved that the Planning Commission recommend approval to the City Council of the variance request B-19-10 for 4213-4215 West 50th Street as outlined in the staff memo subject to the conditions and findings therein. Commissioner Lee seconded the motion. The motion carried unanimously. B. Variance Request B-19-11 – 4439 Garrison Lane Assistant Planner Aaker presented the request of the applicant for a 3.36-inch foot first floor height variance for a new home at 4439 Garrison Lane. The proposed first floor elevation of the house is proposed to be at 878.36, which will be 3.36 inches higher than the 1-foot increase allowed by ordinance. Aaker explained the proposed survey indicates a first-floor elevation for a new homme at 878.36 with the existing first floor at 877.37, which is less than the allowable 1-foot increase (complies). The survey, therefore, specifies compliance with the 1-foot maximum increase rule. The survey also specifies that the basement will be a 9-foot poured walk-out. Aaker stated the property will be re-graded to accomplish a walk out. Given the survey, it appears the project can be accomplished without the need for a survey. Aaker concluded that staff cannot support the variance as requested given conforming design options and recommends denial of the variance as requested. Discussion/Comments/Questions Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 4 of 15 • Commissioners wondered why there is a variance on an elevation if the aggregate house is still lower than the maximum. Aaker indicated the City has a rule that requires that you do not go higher than one foot above the existing entry elevation of the home that is currently there. It is a variance from the required 1-foot rule; not from building height. • Commissioners asked if the previous house had been compliant with the today’s floodplain regulations in terms of basement elevation would there still be this issue. Aaker stated what they are proposing could comply and also comply with the floodplain elevation. The current home, if it was non-conforming could be kept that way as long as there was no tear down and rebuilding. If that would be done, it would need to be elevated. Aaker noted this is a problem the City has run into. Basements are required to be elevated 2 feet above the flood ordinance; however, the zoning ordinance limits the elevation to no more than 1-foot above the existing first floor elevation. It should be noted that most of the homes were built prior to standard and are lower. • Commissioners asked if there would be any aesthetic differences when the property is built between the trusses the builder is using and the trusses the City thinks they could use. Aaker stated visually it may not be apparent adding she has been told trusses could affect ceiling height and where duct work can be placed. She said it can be done but is not generally the standard solution. Expanding, Aaker said higher ceiling height is what is seen on new builds. Appearing for the Applicant Alex Swiggen, 4439 Garrison Lane, applicant and Dale Perrault, Perrault Construction, explained they are asking for 3.36 inches for the variance with the basement height due to the one-hundred-year flood plain being at 866.2 and having to have a basement floor at 8.68.2. He noted there are some other things with the property he would like to do down the road with his job and having to stay within a certain fitness level, he does a lot of things overhead and needs a certain height of ceiling for that. If the trusses were to be changed that would be slightly problem some to him. He did not think from the street there would be any way to tell that it is three inches higher than others. Discussion/Comments/Questions • Commissioners indicated it was not about the inches and clarified this would be going up a foot and is not staying the same. The applicant is already taking twelve inches and wants three inches more. Swiggen stated without the hundred-year flood plain they would be able to get that with the twelve inches and would not have to come for a variance. • Commissioners thought the roof height had been at a consistent maximum height throughout the City but if the applicant is open to taking suggestions, they could look at using some hip roof forms as a way of bringing down the overall building height which would make the house look less massive. Swiggen was under the impression that roof height had nothing to do with the variance requested because the proposed house is four feet lower than what is allowed. Aaker agreed that the overall building height is not an issue of this request. Public Hearing None. Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 5 of 15 Commissioner Bennett moved to close the public hearing. Commissioner Miranda seconded the motion. The motion carried unanimously. Discussion/Comments/Questions • Commissioners did not think this variance was hurting anyone and noted the change is the ordinance. • Commissioners agreed the applicant is stuck at a bottom limit based on the floodplain and with all of the support from the neighborhood the majority of Commissioners felt that the plans as presented would not alter the character of the neighborhood. • Commissioners discussed the staff recommendation, and some were in support of this and some thought it was pretty clear that this is about process and could not vote in support of the request. • Commissioners suggested that the Planning Commission “come up” with a number that could be accepted on items like this, so it is consistent throughout (ceiling height). This topic should be placed on the Commissions “to do” topics. • Commissioners thought there should be consistency. The houses are not out of sync with the character of the neighborhood and the aggregate height is a more important number within those floors. Three and a half inches in a basement is huge and can make a person either feel they are in a cave or in a room and can make the whole house more livable. It makes sense to approve this. It was expressed that the duty of the Planning Commissions is to also consider the spirit of the law, how the neighbors feel and what it does for the community. It will also be a more valuable home because there will be a livable basement. • Commissioners thought precedent was something very important to consider; however, in the past the Commission has approved a variance for someone in order to get a hot tub because of the physical demands of their employment and in the past variances in subdivisions were approved in order to enhance the resale value of the land. This was not out of character of past actions by the City of Edina. A majority of the Planning Commission indicated support for the variance. Motion Commissioner Berube moved that the Planning Commission recommend approval to the City Council of Variance B-19-11 for 4439 Garrison Lane as outlined in the staff memo subject to the conditions and findings therein including The hardship is caused by the high water elevation and an 8 foot 9 inch basement is considered reasonable in this instance and would not negatively impact the character of the neighborhood. Commissioner Nemerov seconded the motion. The motion carried 5 ayes, 1 nay (Lee). C. Subdivision with Variances – 5841 Oaklawn Avenue Director Teague presented the request of Steve Sandberg to subdivide his property at 5841 Oaklawn Avenue into two lots. The existing home on the lot would be torn down and two new homes built on Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 6 of 15 the new parcels. Both lots would gain access off Oaklawn Avenue. Teague noted the home to the south is shaped the same as the proposed south lot, due to the vacation of a portion of 59th Street. There is an existing pedestrian and utility easement located over the vacated right-of-way. Teague noted the overhead power line and stairway/sidewalk access to the park located in the easement, which would remain in place. Staff recommends approval of the subdivision with variances, as requested subject to the findings and conditions listed in the staff report. Discussion/Comments/Questions • Commissioners asked Teague if Engineering looked at these as building pads because it looks like the topography is pretty steep. It works right now for the single house that is there right now and seems to stay pretty clear of that but once it is subdivided into two lots it might have to start cutting into the steep slope, especially on Lot 1. Teague indicated Engineering did not have an issue with that. • Commissioners thought there will need to be a retaining wall on Lot 1 on the southside in the future because it currently naturally slopes down. By subdividing there could potentially be some topography and water drainage related issues once two separate houses are built. • Commissioners asked in regard to a technicality that was brought up in some correspondence the Commission received, six of the ten lots are larger than fifty percent, which is the majority unless the lots on the other side of the street are included then it would be thirty percent. Does the guideline actually pertain to one street or did it specify the neighborhood. Teague indicated there is no specific wording for this and is a judgement call for the Planning Commission and Council to look at. • Commissioners asked for clarity on the drawing where the property lines and easement area would be. Teague showed the drawing and indicated within the two dotted red lines it is a utility easement and no building could be constructed there, which is thirty feet from line to line. He noted the blue outside lines were the property lines. • Commissioners asked if Engineering was ok with a building pad being so close to the utility easement. Teague indicated Engineering was fine with that. The original proposal did extend into the easement but given the easement that is there and the potential to put in additional utility lines, protection of that pedestrian path it is very important to the neighborhood to preserve the easement area. • Commissioners stated one of the residents expressed water run off on one of the stairs during winter and did Engineering have any concerns about that or is there enough distance from the new proposed pad to avoid that. Teague noted Engineering did not mention any concern they had on that. That is something, should this go through to draw to Engineering’s attention. • Commissioners thought it was significant for the Engineering report to state that the proposed plan does show with redevelopment of the property that the impervious surface is now increasing from 25.4 percent to 43.7 percent. It does mention that there may be retaining walls required on the southern side of Lot 1, in which case, if over four feet will need to be designed and by the conduits those walls will be over four feet. Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 7 of 15 • Commissioners asked if there was a concern for flooding because at 5845 Kellogg there was issues with the drainage and neighbors were experiencing flooding because this is increasing the impervious coverage by a lot. Teague did not recall that. He noted a drainage area on this plat and thought there might need to have something like this done to the north when a specific building is proposed for that site. • Commissioners stated one of the proposals the Commission recently denied was that lot had a lot of old trees and that factored into the consideration a little bit and was not aware of any trees on this lot. Are there any trees relevant? Teague did not hear about any tree issues but there were a number of large oaks on the north parcel and is not a consideration on this lot. Appearing for the Applicant Steve Sandberg, 5841 Oaklawn Avenue, introduced himself and his siblings and explained that they grew up at 5841 Oaklawn Avenue. The combined two lots were purchased by his father in 1949 and contractors were hired to finish off what had been started as a foundation. Sandberg noted his father lived on and took care of that property and loved Edina. It was his father’s wishes to split this back into two lots. David Kenably, Civil Site Group, Civil Engineer working on the subdivision with the Sandberg’s. In regard to the topography and grading on the property, these are preliminary plans and once approved the engineering work will need to be done. Currently retaining walls are not being shown and the current house is being used as a retaining wall with landscaping along the house. The slopes are standard 3 to 1 slope through there. The drainage all flows to the City right-of-way, nothing flows to any adjacent properties. Both block one and two drains to the east but there is a low spot and swale on this property that ultimately drains to 59th and will be no increase or impact to drainage on adjacent properties. Discussion/Comments/Questions • Commissioners asked if the connection of the driveway to 59th is going to be eliminated, providing some more permeable cover. Kenably stated that is the current intent. Having the two driveways come off Oaklawn and the driveway in the back would be eliminated. • Commissioners asked if the drainage to 59th is above ground drainage or is any of it below ground. Kenably indicated it is currently above ground drainage with swales but apparently the engineer at the City indicated a drain at 59th that it could potentially be connected into. Commissioners thought that was a good idea. Public Hearing Robert Braun (property owner to the rear) commented that he respected the wishes of the family and wants to carry them on. He indicated he has been a resident since 1993 and his grandparents owned his home since the beginning, in 1952. Some of the main issues he believes has to do with aesthetics and drainage. The change to the neighborhood has been wonderful but now it is personal because he is going to sit in his backyard, as he did eight years ago and allowed his neighbor to build, and this project will do the same. He noted there is no drainage and there is the potential for that to become an issue. He expressed concern with the loss of some old growth trees that are directly a shade path from his house and his patio, which is something he would like to conserve. Concluding Braun stated he does not have a problem with the progress and improvement to the neighborhood but with this case, it will unfortunately Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 8 of 15 change everything about his property and might squeeze him out. The flooding is real, every spring he has a stream in his backyard. There is not a lot of drainage. Retaining walls and drainage tiles are great; however, reiterated he still believes there could be issues. Scott Armstrong, 5844 Brookview Avenue, commented he purchased his mother’s property and his concern was with the fifty-foot lots and over building. He pointed out originally when this neighborhood was established the fifty-foot lots were built for ramblers and now there are six-thousand-square foot homes on these same lots. He added one concern is with the kids using the walkup to the bus stop, adding if a new six thousand square foot house were built on Lot 1 that could create a wind tunnel. He noted he is directly below that. Concluding Armstrong stated he was also concerned with drainage and that some beautiful oak trees could be lost as a result of this subdivision. Commissioner Bennett moved to close the public hearing. Commissioner Berube seconded the motion. The motion carried unanimously. Discussion/Comments/Questions • Commissioners stated the Planning Commission has seen a number of subdivision requests and the Commission has a certain set of principles that are adhered to as to how a proposed redevelopment might alter the essential character of a neighborhood. Commissioners noted that the subject property was not similar to the requests that were denied and for that reason it was not believed the subdivision would alter the essential character of the neighborhood. (majority of lots are 50 feet) It was noted that house “aesthetics” are not reviewed by the Planning Commission. The neighbors’ comments are duly noted. Drainage is a concern to the neighbors, adding it might not hurt to add another drainage element on the lot(s) especially Lot 1 to help with drainage and further support the project. • Commissioners asked for clarification that this is being approved with the variances and the Commission will not see this again. Teague indicated that was correct. • Commissioners thought about the character of the neighborhood and this is the only lot that is larger than the others. The subdivision makes sense. There is concern about the trees and drainage. • Commissioners thought if the property were sold without subdivision the concern of an overly large home could become a reality; adding there is an uncertainty either way. The subdivision of the lot is rational because it started out as two lots and two lot vs. one lot fits in with the rest of the neighborhood. • Commissioners wondered if there was any consideration of having a six-foot setback between each home to honor that cumulative twelve feet (was that not discussed). Teague stated it was looked at and if it was ten feet on the south side it seemed reasonable to allow a little closer on the north side but because of the variances, if the Commission does not think the five foot separation is appropriate, there could then be a ten foot separation between the two and the variance could be modified or not grant the variance to the north lot line then there would need to be a ten foot setback. • Commissioners concern was the more these homes are squeezed together the higher up the structure could go - which is an aesthetic concern of the neighborhood. Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 9 of 15 • Commissioners indicated it was hard to understand the variances without knowing what was going to be built. A subdivision is a different standard of approval than a variance and those two could be separated. Teague stated the Commission could and if no variances were granted, lot two is essentially unbuildable, which would make it a little more challenging. The Commission would be approving a subdivision with a lot that is unbuildable. • Commissioners thought there were issues that by subdividing situations could be created that impact the surrounding areas. Not every lot is necessarily buildable and here the City is helping the applicant create a buildable lot as part of the subdivision. • Commissioners were not sure about approving the variances and leaving that for a later date in the process. • Commissioners were supportive of the overall character of the neighborhood and the lot widths to the north and south, this seems to be a reasonable fit. Variances at this time are an unknown for approval at this time. • Commissioners thought the neighbors brought up a lot of good points about drainage and trees. From what the Commission has been told, it sounds like drainage will be addressed and there will be no drainage onto neighbors’ properties. Assuming that is true then the drainage issue has been addressed. The City needs a stronger tree ordinance, and this cannot be voted against because of the trees at this point. In terms of altering the character of the neighborhood, splitting the lot would perfectly fit the neighborhood. There is nothing unusual about it. • Commissioners asked for clarification on the variances. There are three variances to be considered, lot area variances and setback variances for Lot 1. Teague indicated that was correct. There is no setback variance for lot two, it is the two setback variances on the south lot. • Commissioners asked why there were not any setback variances needed for lot two. Teague indicated the square that is drawn meets all of the City’s setback requirements. • Commissioners asked why a variance is needed for Lot 1, why are different setbacks applied for the two lots. Teague stated it is because of the lot width. The south lot is eighty feet wide and requires greater setbacks compared to the fifty-foot lot. That is part of what staff is showing as a hardship. The City is applying eighty-foot-wide setback standards to essentially a fifty-foot-wide lot because of the drainage and utility easement. • Commissioners were surprised how close the 5901 building is to the stairs. The City should look at that; however, was not sure what could be done at this time. Teague said in hindsight the City should have taken a larger easement on the south lot when the right of way was vacated. Teague noted the subject property has some redevelopment hardships. • Commissioners wondered if there was any value in, or possibility or considered reasonable to have a lower height requirement on Lot 1 as a condition of approval to avoid any kind of ‘wind tunnel” effect. Teague noted this lot is eighty feet in width and lot width determines building height. Teague noted as a condition of approval the Commission could recommend that building height on Lot 1 be limited to a lot width of fifty feet. That could be considered as a reasonable condition. • Commissioners questioned if Engineering was comfortable with the drainage and storm water management plans for the properties. Teague indicated Engineering did not express any issues in conversations with him. Teague suggested that another condition of approval could be added Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 10 of 15 requiring tie into the existing drain tile. Commissioners expressed support for that condition adding it would not exasperate any possible problems. • Commissioners wondered how many trees would be impacted and removed. Teague stated trees would be removed and clarified per the City Tree Ordinance, any tree that is removed within the building footprint or driveways do not have to be replaced but any tree that is removed outside of those areas would have to be replaced. • Commissioners thought it made sense to grant the variance for the five feet because there is no existing house to worry about the distance. • Commissioners were comfortable with the variance request for Lot 1 after understanding that the requirement it is being held to is for an eighty-foot lot and in agreement if there is something that can be done regarding potential height it might be a fair trade off. Teague agreed. Motion Commissioner Berube moved that the Planning Commission recommend approval to the City Council of the subdivision with variances for 5841 Oaklawn Avenue as outlined in the staff memo subject to the conditions and findings therein in addition adding the stipulations that the height on Lot 1 would be as though it were a fifty-foot lot versus an eighty-foot lot and analysis and studies be done to reduce damage due to drainage and connect to the drain tile and eliminating the driveway to 59th Street. Commissioner Miranda seconded the motion. The motion carried unanimously. VI. Community Comment None. VII. Reports/Recommendations A. Sketch Plan Review – 7001 & 7025 France Avenue Director Teague presented the sketch plan to redevelop the southeast corner of 70th and France (7001 and 7025 France Avenue). The applicant would tear down the existing 66,200 square foot office and bank and build a 5,500 square foot US Bank building with drive-through; 4,000 square foot retail building with drive-through; 7,000 square foot multi-tenant retail building; 120-unit market rate apartment (181,000 square feet); and, 80-unit affordable housing apartment (75,000 square feet). Discussion/Comments/Questions • Commissioners asked Teague if there were any challenges presented by the sub-soil with developing underground parking on this site. Teague indicated he was not aware but is often an issue. There is a relatively high-water table issue so guessed that could not go down too far with underground parking. Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 11 of 15 Appearing for the Applicant Kevin Meyer, Corporate Real Estate at US Bank, was in support of the sketch plan submission for 70th and France Avenue. He introduced Rich Mariano, leading the Redevelopment Group. He stated together with Ryan Companies and RSP Architects they are excited to discuss the redevelopment proposed forward thinking redevelopment for the site, inspired by the Greater Southdale District Plan. He stated US Bank has a long-valued history at this location and feel proud to be a part of the Edina community. This is a big decision for the bank to make. The proposal is being made because they recognize it is the right thing to do and no longer need this size of a facility to support their customers and as a member of the Edina community, recognize that the property is a key parcel for the Greater Southdale District Plan. Knowing this, they have been seeking the right partner for this redevelopment for several years and really believe it has been found with Ryan Companies and the proposal before the Commission. However, the development does need to meet some key criteria for US Bank to make this worthwhile. US Bank Criteria is based around their purpose and core values at the bank. The development needs to really strike a balance between the four key constituents that US Bank serves. One is the customer, two is the colleagues, three is the community and four is the shareholders. For US Bank to support the development it must balance all four of these. Meyer stated starting with the customer, the bank proposes to build a new branch on the southwest corner of the site to reinvest in the experience for the branch customers and also by sacrificing the corner location the development proposal allows US Bank to provide uninterrupted service to support the customers throughout the redevelopment. The colleagues will benefit through the new branch that provides the right employee experience for them to better support the community in their customer base. The community of Edina will benefit from a redevelopment of the US Bank parcel to a newer high- density mixed-use development neighborhood. The Branch will also contain a community room that will be able to be used for local events for charities, financial seminars that will be open for public use. The new branch, as proposed needs to maintain high visibility and easy access with the newest technology and key customer amenities to support the business. Drive thru and parking access is needed along with signage in order to stay competitive in the Edina market. US Bank believes this proposal strikes that balance well. US Bank feels that the sketch plan as presented is a win, win, win for the City of Edina, US Bank and Ryan Companies and looks forward to partnering with the City further to bring this vision to reality. Student Commissioner Mangalick left the meeting. Carl Ruggs, Ryan Companies reviewed some of the key themes of the proposed plan. Director Teague reviewed with the Commission the requirements for a sketch plan review and to focus on the design experience guidelines, the big picture items and not getting down to the details of the project. Discussion/Comments/Questions Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 12 of 15 • Commissioners indicated their overall general thought was that this was moving in the right direction; however, they would like to see more of everything (landscaping, connectivity, etc.), except parking. Commissioners noted the location of the subject property is great; one of the best in the Southdale area, but as presented this evening it does not quite live up to its potential. Commissioner encourage more engagement in the big quadrant and the meandering path throughout the project. The affordable housing is great, the crosswalk to the Galleria and community room and public space in general is wonderful; however they would like to see more of it. • Commissioners wondered why in an area like this, where the City invites a developer to have more than one story on France, that there are not more stories. Staggered building height would allow US Bank to be better “showcased” and create more of a presence. • Commissioners stated there is a lot of asphalt. Consider designing the meandering path to go both ways. Reduce asphalt. This is going in the right direction but needs more. • Commissioners thought the project was exciting. Noting there are many great concepts in this proposal; reiterating some could be taken further. Commissioners indicated that the lack of a fifty-foot setback on France was somewhat of a concern. For the retail component, if more stories were added would that could offset the cost of adding underground parking and using the surface parking for more greenspace. Commissioners stated in their opinion the east/west pedestrian walkway seemed to be lacking in greenery compared to some of the conceptual drawings shared. Commissioners stressed that the applicant consider adding more greenspace along the walkways thereby creating a project that adheres more to the concepts stipulated in the Greater Southdale Area Plan. This would also create more interest. • Commissioners thought the concept was unique and that in some ways works and matches what is in the Greater Southdale District Plan. However, viewing the elevation, do more to carry out the “vision” and have create something great on this corner pointing out it is a very busy corner. • A lower scale could potentially work here; however it lacks something that ties the whole thing together. The City is looking for that greenspace. Commissioners reiterated that there pieces of everything here, some are great, but doesn’t tie in together well. • Commissioners expressed the opinion that the housing was in the right spot. In essence a street wall is being created which is what is in the Greater Southdale Area District Plan. The “Plan” is not all about the height and it is nice to see the progression and the housing in the back and not looming over the intersection. • Commissioners commented that the apartment buildings themselves appear to resemble the Byerly’s apartment buildings. Do more to make these buildings stand out there needs to be something added that creates high quality. • Commissioners noted this is a great addition and great compliment to what was already there, acknowledging the plans as presented are a vast improvement; however, may not have gone far enough. • Commissioners wondered what type of height was being considered and was more height ever considered, and if not, why. Ruggs stated they are not really looking at doing condominiums and for an apartment building they find this is the right solution. He noted that the project work seen behind this was approved one year to two years ago and is still not launched. Ruggs said they felt Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 13 of 15 this was the highest and best use and was something that works for empty nesters because of its walkability and connectivity. • Commissioners wondered what other kind of guardrails are on this project. They pointed out there is retail only buildings on France Avenue that is lower, adding that type of retail experience already exists in the area. Commissioners questioned if there is there potential for a different use at this time or is this what Ryan Companies is focused on. Ruggs felt with urban type sites they have previously developed that small block retail is usually located underneath the building (s). Ruggs said the development team felt on this project residents would prefer to live to the east side of the site and not on top of France Avenue, adding they believe the retail component can survive and thrive better with its own pads. Ruggs stated they reviewed many options on the highest and best use of this site. • Commissioners thought this is a catalyst type of site and is on a very prominent corner and whatever is done they want to see more “wow”. The Commission asked the development team to consider moving the street closer to the 200 block. Commissioners stated the project as presented is moving in the right direction with retail, residential and public realm; however, more thought and intensity is required to fill in the gaps that exist in the present offering. • Commissioners indicated the project appears to be done in more of a suburban style, especially from France Avenue. This is something the City is not looking for as proposed the project does not follow the guidelines stipulated in the Greater Southdale Area Plan. Commissioners indicated that it would be a mistake having low density on this side of the street to match the low density on the other side of the street. If built as presented that could leave France Avenue feeling very much like a highway (which is what the City is trying to get away from with the Southdale Guidelines). Anything that can be done would be great. There needs to be something much more substantial on France to make it feel like it is a comfortable place to be. • Commissioners thought the potential for more pedestrian traffic due to the addition of the E-line in the future - so limiting the parking would not be a big deal. There are other ways of getting people in and around the Southdale District. It was stressed that the future needs to be looked at now. The future for the whole area is going to be much denser with more transit. The France facing side feels completely wrong. • Commissioners thought parking could be in a ramp with retail facing on each side rather than underground if the water table is too high. The project needs to be set back father from France Avenue. The sidewalks need to be wider. Any addition of a drive thru is a huge mistake. It is important for any kind of connectivity to build a regular pattern of where the external and internal roads are. Regular spacing is really important. • Commissioners felt the project needs to be better than what is currently there. • Commissioners stated it is exciting to see Ryan, US Bank and RSP come forward with this project. The project as presented in the opinion of some Commissioners was not that impressive and looks like one big development with some sidewalks and drive-thru’s going through it, not four separate quadrants. Commissioners indicated they would like to see something that is much more of a 4-unit grid. It was acknowledged that what was presented was an improvement over the current state, noting that five years ago, this would have been a great project but five years from now the City would feel bad that it did not ask for something closer to the design guidelines laid out in the Greater Southdale Area Plan. Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 14 of 15 • Commissioners thought there was a difference with the development across the street because those properties are closer to residential, adding the proximity to residential created unique issues for developments on the other side of the street. The size of the lots were bigger challenges unique to that site. • Commissioners wondered if parking could be done underground. Meyer indicated parking is underground for the residential apartment building. For retail it is harder and they thought this was a good move because it is screened. Meyer stressed that convenience parking is essential because retail tenants would not want to sign a lease if there is no available parking. • Commissioners would like to have this plan proceed; however are looking for better design that adheres to the guidelines established in the Greater Southdale Area Plan. They suggested that the development team review the Memo from Mic Johnson along with the feedback from the Commission and staff. • Commissioners indicated they want to see a fifty-foot setback from France Avenue. Do not match what is currently there or across the street from this. Commissioners indicated they liked seeing the opening onto France Avenue from the inside. Commissioners suggested more density with height and more public open space. Make it cohesive from within with the ability to connect to other areas. Reconsider parking with less open parking areas. Would like to see this developed as one whole site. Chair Olsen and the Commission thanked the applicants for their presentation. Adding they look forward to seeing the development team again. VIII. Correspondence and Petitions None. IX. Chair and Member Comments Commissioner Bennett stated he sent an email to everyone about checking out the Master Plan. He thought it was a reminder to be open and accepting of bold, creative things because it is doable and could be done in Edina. He noted the Master Plan is really inspiring. Commissioner Berube agreed and brought to mind the potential for the Hennepin County Library site because that is the equivalent of four large square blocks and will be empty. That might be a really good space to do something innovative that is really planned that can be really stellar if done right. Commissioner Miranda stated he was a huge fan of technology but was not a fan of the Toronto project at all. The main reason is privacy and that is huge. All of the platforms and business models have huge implications on politics, society and privacy. Going gung-ho on this is a mistake. He thought they needed to be really careful on how they do this even though he loved technology and what it can do. Commissioner Bennett thought what was cool was a lot of the thinking was done outside of the box. He stated there is technology that does not harm and was a good way to see how you can present something Draft Minutes☐ Approved Minutes☒ Approved Date: July 10, 2019 Page 15 of 15 pretty complicated and he thought Edina had a lot of great opportunity with great partners. He thought if they owned a part of the project development could be great. X. Staff Comments None. XI. Adjournment Commissioner Douglas moved to adjourn the June 26, 2019, Meeting of the Edina Planning Commission at 10:33 PM. Commissioner Bennett seconded the motion. The motion carried unanimously. _________________________________________ Respectfully submitted Jackie Hoogenakker, TimeSaver Date: August 7, 2019 Agenda Item #: XIV. To:Mayor and City Council Item Type: Other From:Sharon Allison, City Clerk Item Activity: Subject:City Council Upcoming Meetings and Events Information CITY OF EDINA 4801 West 50th Street Edina, MN 55424 www.edinamn.gov ACTION REQUESTED: None; information only.Summ INTRODUCTION: See attached summary of upcoming meetings and events for City Council. ATTACHMENTS: Description Upcoming Meetings and Events Summary of Upcoming Meetings and Events for City Council Date Time Meeting/Event Location 5:30 p.m. Work Session: City Hall Study; 2020-21 Proposed Budget Work Plan/Budget Scenarios Community Room 7:00 p.m. City Council Regular Meeting Council Chambers 7:00 p.m. Closed Session immediately following City Council Meeting Mayors Conference Room Thurs, Aug 15 CANCELLED HRA Regular Meeting Tues, Aug 20 5:30 p.m. Work Session: Fire Station Study; 2020-21 Budget Draft Community Room 7:00 p.m. City Council Regular Meeting Council Chambers Thurs, Aug 29 7:30 a.m. HRA Regular Meeting Council Chambers Mon, Sept 2 LEGAL HOLIDAY Wed, Sept 4 5:30 p.m. Work Session: Local Funding Options; Water Treatment Plant No. 5 Community Room 7:00 p.m. City Council Regular Meeting Council Chambers Thur, Sept 12 7:30 a.m. HRA Regular Meeting Council Chambers Tues, Sept 17 5:30 p.m. Work Session: Heritage Preservation Commission; Arts and Culture Commission Community Room 7:00 p.m. City Council Regular Meeting Council Chambers Thurs, Sept 26 7:30 a.m. HRA Regular Meeting Council Chambers